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Wood
Wood
from Wikipedia

Wood samples
 Pine 
 Spruce 
 Larch 
 Aspen 
 Birch 
 Alder 
 Beech 
 Oak 
 Elm 
 Cherry 
 Pear 
 Maple 
 Linden 
 Ash 

Wood is a structural tissue/material found as xylem in the stems and roots of trees and other woody plants. It is an organic material – a natural composite of cellulosic fibers that are strong in tension and embedded in a matrix of lignin that resists compression. Wood is sometimes defined as only the secondary xylem in the stems of trees,[1] or more broadly to include the same type of tissue elsewhere, such as in the roots of trees or shrubs. In a living tree, it performs a mechanical-support function, enabling woody plants to grow large or to stand up by themselves. It also conveys water and nutrients among the leaves, other growing tissues, and the roots. Wood may also refer to other plant materials with comparable properties, and to material engineered from wood, woodchips, or fibers.

Wood has been used for thousands of years for fuel, as a construction material, for making tools and weapons, furniture and paper. More recently it emerged as a feedstock for the production of purified cellulose and its derivatives, such as cellophane and cellulose acetate.

As of 2020, the growing stock of forests worldwide was about 557 billion cubic meters.[2] As an abundant, carbon-neutral[3] renewable resource, woody materials have been of intense interest as a source of renewable energy. In 2008, approximately 3.97 billion cubic meters of wood were harvested.[2] Dominant uses were for furniture and building construction.[4]

Wood is scientifically studied and researched through the discipline of wood science, which was initiated since the beginning of the 20th century.

History

[edit]

A 2011 discovery in the Canadian province of New Brunswick yielded the earliest known plants to have grown wood, approximately 395 to 400 million years ago.[5][6]

Wood can be dated by carbon dating and in some species by dendrochronology to determine when a wooden object was created.

People have used wood for thousands of years for many purposes, including as a fuel or as a construction material for making houses, tools, weapons, furniture, packaging, artworks, and paper. Known constructions using wood date back ten thousand years. Buildings like the longhouses in Neolithic Europe were made primarily of wood.

Recent use of wood has been enhanced by the addition of steel and bronze into construction.[7]

The year-to-year variation in tree-ring widths and isotopic abundances gives clues to the prevailing climate at the time a tree was cut.[8]

Early humans progressively invented tools and techniques for trapping animals. The earliest spears were crafted from wood, with tips toughened by burning. By 15,000 BC, hunters employed wooden and bone spear-launchers to enhance force and distance. These devices were frequently adorned with carvings of creatures.[9]

Physical properties

[edit]
Diagram of secondary growth in a tree showing idealized vertical and horizontal sections. A new layer of wood is added in each growing season, thickening the stem, existing branches and roots, to form a growth ring.

Growth rings

[edit]

Wood, in the strict sense, is yielded by trees, which increase in diameter by the formation, between the existing wood and the inner bark, of new woody layers which envelop the entire stem, living branches, and roots. This process is known as secondary growth; it is the result of cell division in the vascular cambium, a lateral meristem, and subsequent expansion of the new cells. These cells then go on to form thickened secondary cell walls, composed mainly of cellulose, hemicellulose and lignin.

Where the differences between the seasons are distinct, e.g. New Zealand, growth can occur in a discrete annual or seasonal pattern, leading to growth rings; these can usually be most clearly seen on the end of a log, but are also visible on the other surfaces. If the distinctiveness between seasons is annual (as is the case in equatorial regions, e.g. Singapore), these growth rings are referred to as annual rings. Where there is little seasonal difference growth rings are likely to be indistinct or absent. If the bark of the tree has been removed in a particular area, the rings will likely be deformed as the plant overgrows the scar.

If there are differences within a growth ring, then the part of a growth ring nearest the center of the tree, and formed early in the growing season when growth is rapid, is usually composed of wider elements. It is usually lighter in color than that near the outer portion of the ring, and is known as earlywood or springwood. The outer portion formed later in the season is then known as the latewood or summerwood.[10] There are major differences, depending on the kind of wood. If a tree grows all its life in the open and the conditions of soil and site remain unchanged, it will make its most rapid growth in youth, and gradually decline. The annual rings of growth are for many years quite wide, but later they become narrower and narrower. Since each succeeding ring is laid down on the outside of the wood previously formed, it follows that unless a tree materially increases its production of wood from year to year, the rings must necessarily become thinner as the trunk gets wider. As a tree reaches maturity its crown becomes more open and the annual wood production is lessened, thereby reducing still more the width of the growth rings. In the case of forest-grown trees so much depends upon the competition of the trees in their struggle for light and nourishment that periods of rapid and slow growth may alternate. Some trees, such as southern oaks, maintain the same width of ring for hundreds of years. On the whole, as a tree gets larger in diameter the width of the growth rings decreases.

Knots

[edit]
A knot on a tree trunk

As a tree grows, lower branches often die, and their bases may become overgrown and enclosed by subsequent layers of trunk wood, forming a type of imperfection known as a knot. The dead branch may not be attached to the trunk wood except at its base and can drop out after the tree has been sawn into boards. Knots affect the technical properties of the wood, usually reducing tension strength,[11] but may be exploited for visual effect. In a longitudinally sawn plank, a knot will appear as a roughly circular "solid" (usually darker) piece of wood around which the grain of the rest of the wood "flows" (parts and rejoins). Within a knot, the direction of the wood (grain direction) is up to 90 degrees different from the grain direction of the regular wood.

In the tree a knot is either the base of a side branch or a dormant bud. A knot (when the base of a side branch) is conical in shape (hence the roughly circular cross-section) with the inner tip at the point in stem diameter at which the plant's vascular cambium was located when the branch formed as a bud.

In grading lumber and structural timber, knots are classified according to their form, size, soundness, and the firmness with which they are held in place. This firmness is affected by, among other factors, the length of time for which the branch was dead while the attaching stem continued to grow.

Wood knot in vertical section

Knots materially affect cracking and warping, ease in working, and cleavability of timber. They are defects which weaken timber and lower its value for structural purposes where strength is an important consideration. The weakening effect is much more serious when timber is subjected to forces perpendicular to the grain and/or tension than when under load along the grain and/or compression. The extent to which knots affect the strength of a beam depends upon their position, size, number, and condition. A knot on the upper side is compressed, while one on the lower side is subjected to tension. If there is a season check in the knot, as is often the case, it will offer little resistance to this tensile stress. Small knots may be located along the neutral plane of a beam and increase the strength by preventing longitudinal shearing. Knots in a board or plank are least injurious when they extend through it at right angles to its broadest surface. Knots which occur near the ends of a beam do not weaken it. Sound knots which occur in the central portion one-fourth the height of the beam from either edge are not serious defects.

— Samuel J. Record, The Mechanical Properties of Wood[12]

Knots do not necessarily influence the stiffness of structural timber; this will depend on the size and location. Stiffness and elastic strength are more dependent upon the sound wood than upon localized defects. The breaking strength is very susceptible to defects. Sound knots do not weaken wood when subject to compression parallel to the grain.

In some decorative applications, wood with knots may be desirable to add visual interest. In applications where wood is painted, such as skirting boards, fascia boards, door frames and furniture, resins present in the timber may continue to 'bleed' through to the surface of a knot for months or even years after manufacture and show as a yellow or brownish stain. A knot primer paint or solution (knotting), correctly applied during preparation, may do much to reduce this problem but it is difficult to control completely, especially when using mass-produced kiln-dried timber stocks.

Heartwood and sapwood

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A section of a yew branch showing 27 annual growth rings, pale sapwood, dark heartwood, and pith (center dark spot). The dark radial lines are small knots.

Heartwood (or duramen[13]) is wood that as a result of a naturally occurring chemical transformation has become more resistant to decay. Heartwood formation is a genetically programmed process that occurs spontaneously. Some uncertainty exists as to whether the wood dies during heartwood formation, as it can still chemically react to decay organisms, but only once.[14]

The term heartwood derives solely from its position and not from any vital importance to the tree. This is evidenced by the fact that a tree can thrive with its heart completely decayed. Some species begin to form heartwood very early in life, so having only a thin layer of live sapwood, while in others the change comes slowly. Thin sapwood is characteristic of such species as chestnut, black locust, mulberry, osage-orange, and sassafras, while in maple, ash, hickory, hackberry, beech, and pine, thick sapwood is the rule.[15] Some others never form heartwood.

Heartwood is often visually distinct from the living sapwood and can be distinguished in a cross-section where the boundary will tend to follow the growth rings. For example, it is sometimes much darker. Other processes such as decay or insect invasion can also discolor wood, even in woody plants that do not form heartwood, which may lead to confusion.

Sapwood (or alburnum[16]) is the younger, outermost wood; in the growing tree it is living wood,[17] and its principal functions are to conduct water from the roots to the leaves and to store up and give back according to the season the reserves prepared in the leaves. By the time they become competent to conduct water, all xylem tracheids and vessels have lost their cytoplasm and the cells are therefore functionally dead. All wood in a tree is first formed as sapwood. The more leaves a tree bears and the more vigorous its growth, the larger the volume of sapwood required. Hence trees making rapid growth in the open have thicker sapwood for their size than trees of the same species growing in dense forests. Sometimes trees (of species that do form heartwood) grown in the open may become of considerable size, 30 cm (12 in) or more in diameter, before any heartwood begins to form, for example, in second growth hickory, or open-grown pines.

Cross-section of an oak log showing growth rings

No definite relation exists between the annual rings of growth and the amount of sapwood. Within the same species the cross-sectional area of the sapwood is very roughly proportional to the size of the crown of the tree. If the rings are narrow, more of them are required than where they are wide. As the tree gets larger, the sapwood must necessarily become thinner or increase materially in volume. Sapwood is relatively thicker in the upper portion of the trunk of a tree than near the base, because the age and the diameter of the upper sections are less.

When a tree is very young it is covered with limbs almost, if not entirely, to the ground, but as it grows older some or all of them will eventually die and are either broken off or fall off. Subsequent growth of wood may completely conceal the stubs which will remain as knots. No matter how smooth and clear a log is on the outside, it is more or less knotty near the middle. Consequently, the sapwood of an old tree, and particularly of a forest-grown tree, will be freer from knots than the inner heartwood. Since in most uses of wood, knots are defects that weaken the timber and interfere with its ease of working and other properties, it follows that a given piece of sapwood, because of its position in the tree, may well be stronger than a piece of heartwood from the same tree.

Different pieces of wood cut from a large tree may differ decidedly, particularly if the tree is big and mature. In some trees, the wood laid on late in the life of a tree is softer, lighter, weaker, and more even textured than that produced earlier, but in other trees, the reverse applies. This may or may not correspond to heartwood and sapwood. In a large log the sapwood, because of the time in the life of the tree when it was grown, may be inferior in hardness, strength, and toughness to equally sound heartwood from the same log. In a smaller tree, the reverse may be true.

Color

[edit]
The wood of coast redwood is distinctively red.

In species which show a distinct difference between heartwood and sapwood the natural color of heartwood is usually darker than that of the sapwood, and very frequently the contrast is conspicuous (see section of yew log above). This is produced by deposits in the heartwood of chemical substances, so that a dramatic color variation does not imply a significant difference in the mechanical properties of heartwood and sapwood, although there may be a marked biochemical difference between the two.

Some experiments on very resinous longleaf pine specimens indicate an increase in strength, due to the resin which increases the strength when dry. Such resin-saturated heartwood is called "fat lighter". Structures built of fat lighter are almost impervious to rot and termites, and very flammable. Tree stumps of old longleaf pines are often dug, split into small pieces and sold as kindling for fires. Stumps thus dug may actually remain a century or more since being cut. Spruce impregnated with crude resin and dried is also greatly increased in strength thereby.

Since the latewood of a growth ring is usually darker in color than the earlywood, this fact may be used in visually judging the density, and therefore the hardness and strength of the material. This is particularly the case with coniferous woods. In ring-porous woods the vessels of the early wood often appear on a finished surface as darker than the denser latewood, though on cross sections of heartwood the reverse is commonly true. Otherwise the color of wood is no indication of strength.

Abnormal discoloration of wood often denotes a diseased condition, indicating unsoundness. The black check in western hemlock is the result of insect attacks. The reddish-brown streaks so common in hickory and certain other woods are mostly the result of injury by birds. The discoloration is merely an indication of an injury, and in all probability does not of itself affect the properties of the wood. Certain rot-producing fungi impart to wood characteristic colors which thus become symptomatic of weakness. Ordinary sap-staining is due to fungal growth, but does not necessarily produce a weakening effect.

Water content

[edit]

Water occurs in living wood in three locations, namely:

Equilibrium moisture content in wood.

In heartwood it occurs only in the first and last forms. Wood that is thoroughly air-dried (in equilibrium with the moisture content of the air) retains 8–16% of the water in the cell walls, and none, or practically none, in the other forms. Even oven-dried wood retains a small percentage of moisture, but for all except chemical purposes, may be considered absolutely dry.

The general effect of the water content upon the wood substance is to render it softer and more pliable. A similar effect occurs in the softening action of water on rawhide, paper, or cloth. Within certain limits, the greater the water content, the greater its softening effect. The moisture in wood can be measured by several different moisture meters.

Drying produces a decided increase in the strength of wood, particularly in small specimens. An extreme example is the case of a completely dry spruce block 5 cm in section, which will sustain a permanent load four times as great as a green (undried) block of the same size will.

The greatest strength increase due to drying is in the ultimate crushing strength, and strength at elastic limit in endwise compression; these are followed by the modulus of rupture, and stress at elastic limit in cross-bending, while the modulus of elasticity is least affected.[12]

Structure

[edit]
Magnified cross-section of black walnut, showing the vessels, rays (white lines) and annual rings: this is intermediate between diffuse-porous and ring-porous, with vessel size declining gradually

Wood is a heterogeneous, hygroscopic, cellular and anisotropic (or more specifically, orthotropic) material. It consists of cells, and the cell walls are composed of micro-fibrils of cellulose (40–50%) and hemicellulose (15–25%) impregnated with lignin (15–30%).[18]

In coniferous or softwood species the wood cells are mostly of one kind, tracheids, and as a result the material is much more uniform in structure than that of most hardwoods. There are no vessels ("pores") in coniferous wood such as one sees so prominently in oak and ash, for example.

The structure of hardwoods is more complex.[19] The water conducting capability is mostly taken care of by vessels: in some cases (oak, chestnut, ash) these are quite large and distinct, in others (buckeye, poplar, willow) too small to be seen without a hand lens. In discussing such woods it is customary to divide them into two large classes, ring-porous and diffuse-porous.[20]

In ring-porous species, such as ash, black locust, catalpa, chestnut, elm, hickory, mulberry, and oak,[20] the larger vessels or pores (as cross sections of vessels are called) are localized in the part of the growth ring formed in spring, thus forming a region of more or less open and porous tissue. The rest of the ring, produced in summer, is made up of smaller vessels and a much greater proportion of wood fibers. These fibers are the elements which give strength and toughness to wood, while the vessels are a source of weakness.[21]

In diffuse-porous woods the pores are evenly sized so that the water conducting capability is scattered throughout the growth ring instead of being collected in a band or row. Examples of this kind of wood are alder,[20] basswood,[22] birch,[20] buckeye, maple, willow, and the Populus species such as aspen, cottonwood and poplar.[20] Some species, such as walnut and cherry, are on the border between the two classes, forming an intermediate group.[22]

Earlywood and latewood

[edit]

In softwood

[edit]
Earlywood and latewood in a softwood; radial view, growth rings closely spaced in Rocky Mountain Douglas-fir

In temperate softwoods, there often is a marked difference between latewood and earlywood. The latewood will be denser than that formed early in the season. When examined under a microscope, the cells of dense latewood are seen to be very thick-walled and with very small cell cavities, while those formed first in the season have thin walls and large cell cavities. The strength is in the walls, not the cavities. Hence the greater the proportion of latewood, the greater the density and strength. In choosing a piece of pine where strength or stiffness is the important consideration, the principal thing to observe is the comparative amounts of earlywood and latewood. The width of ring is not nearly so important as the proportion and nature of the latewood in the ring.

If a heavy piece of pine is compared with a lightweight piece it will be seen at once that the heavier one contains a larger proportion of latewood than the other, and is therefore showing more clearly demarcated growth rings. In white pines there is not much contrast between the different parts of the ring, and as a result the wood is very uniform in texture and is easy to work. In hard pines, on the other hand, the latewood is very dense and is deep-colored, presenting a very decided contrast to the soft, straw-colored earlywood.

It is not only the proportion of latewood, but also its quality, that counts. In specimens that show a very large proportion of latewood it may be noticeably more porous and weigh considerably less than the latewood in pieces that contain less latewood. One can judge comparative density, and therefore to some extent strength, by visual inspection.

No satisfactory explanation can as yet be given for the exact mechanisms determining the formation of earlywood and latewood. Several factors may be involved. In conifers, at least, rate of growth alone does not determine the proportion of the two portions of the ring, for in some cases the wood of slow growth is very hard and heavy, while in others the opposite is true. The quality of the site where the tree grows undoubtedly affects the character of the wood formed, though it is not possible to formulate a rule governing it. In general, where strength or ease of working is essential, woods of moderate to slow growth should be chosen.

In ring-porous woods

[edit]
Earlywood and latewood in a ring-porous wood (ash) in a Fraxinus excelsior; tangential view, wide growth rings

In ring-porous woods, each season's growth is always well defined, because the large pores formed early in the season abut on the denser tissue of the year before.

In the case of the ring-porous hardwoods, there seems to exist a pretty definite relation between the rate of growth of timber and its properties. This may be briefly summed up in the general statement that the more rapid the growth or the wider the rings of growth, the heavier, harder, stronger, and stiffer the wood. This, it must be remembered, applies only to ring-porous woods such as oak, ash, hickory, and others of the same group, and is, of course, subject to some exceptions and limitations.

In ring-porous woods of good growth, it is usually the latewood in which the thick-walled, strength-giving fibers are most abundant. As the breadth of ring diminishes, this latewood is reduced so that very slow growth produces comparatively light, porous wood composed of thin-walled vessels and wood parenchyma. In good oak, these large vessels of the earlywood occupy from six to ten percent of the volume of the log, while in inferior material they may make up 25% or more. The latewood of good oak is dark colored and firm, and consists mostly of thick-walled fibers which form one-half or more of the wood. In inferior oak, this latewood is much reduced both in quantity and quality. Such variation is very largely the result of rate of growth.

Wide-ringed wood is often called "second-growth", because the growth of the young timber in open stands after the old trees have been removed is more rapid than in trees in a closed forest, and in the manufacture of articles where strength is an important consideration such "second-growth" hardwood material is preferred. This is particularly the case in the choice of hickory for handles and spokes. Here not only strength, but toughness and resilience are important.[12]

The results of a series of tests on hickory by the U.S. Forest Service show that:

"The work or shock-resisting ability is greatest in wide-ringed wood that has from 5 to 14 rings per inch (rings 1.8-5 mm thick), is fairly constant from 14 to 38 rings per inch (rings 0.7–1.8 mm thick), and decreases rapidly from 38 to 47 rings per inch (rings 0.5–0.7 mm thick). The strength at maximum load is not so great with the most rapid-growing wood; it is maximum with from 14 to 20 rings per inch (rings 1.3–1.8 mm thick), and again becomes less as the wood becomes more closely ringed. The natural deduction is that wood of first-class mechanical value shows from 5 to 20 rings per inch (rings 1.3–5 mm thick) and that slower growth yields poorer stock. Thus the inspector or buyer of hickory should discriminate against timber that has more than 20 rings per inch (rings less than 1.3 mm thick). Exceptions exist, however, in the case of normal growth upon dry situations, in which the slow-growing material may be strong and tough."[23]

The effect of rate of growth on the qualities of chestnut wood is summarized by the same authority as follows:

"When the rings are wide, the transition from spring wood to summer wood is gradual, while in the narrow rings the spring wood passes into summer wood abruptly. The width of the spring wood changes but little with the width of the annual ring, so that the narrowing or broadening of the annual ring is always at the expense of the summer wood. The narrow vessels of the summer wood make it richer in wood substance than the spring wood composed of wide vessels. Therefore, rapid-growing specimens with wide rings have more wood substance than slow-growing trees with narrow rings. Since the more the wood substance the greater the weight, and the greater the weight the stronger the wood, chestnuts with wide rings must have stronger wood than chestnuts with narrow rings. This agrees with the accepted view that sprouts (which always have wide rings) yield better and stronger wood than seedling chestnuts, which grow more slowly in diameter."[23]

In diffuse-porous woods

[edit]

In the diffuse-porous woods, the demarcation between rings is not always so clear and in some cases is almost (if not entirely) invisible to the unaided eye. Conversely, when there is a clear demarcation there may not be a noticeable difference in structure within the growth ring.

In diffuse-porous woods, as has been stated, the vessels or pores are even-sized, so that the water conducting capability is scattered throughout the ring instead of collected in the earlywood. The effect of rate of growth is, therefore, not the same as in the ring-porous woods, approaching more nearly the conditions in the conifers. In general, it may be stated that such woods of medium growth afford stronger material than when very rapidly or very slowly grown. In many uses of wood, total strength is not the main consideration. If ease of working is prized, wood should be chosen with regard to its uniformity of texture and straightness of grain, which will in most cases occur when there is little contrast between the latewood of one season's growth and the earlywood of the next.

Monocots

[edit]
Trunks of the coconut palm, a monocot, in Java. From this perspective these look not much different from trunks of a dicot or conifer

Structural material that resembles ordinary, "dicot" or conifer timber in its gross handling characteristics is produced by a number of monocot plants, and these also are colloquially called wood. Of these, bamboo, botanically a member of the grass family, has considerable economic importance, larger culms being widely used as a building and construction material and in the manufacture of engineered flooring, panels and veneer. Another major plant group that produces material that often is called wood are the palms. Of much less importance are plants such as Pandanus, Dracaena and Cordyline. With all this material, the structure and composition of the processed raw material is quite different from ordinary wood.

Specific gravity

[edit]

The single most revealing property of wood as an indicator of wood quality is specific gravity (Timell 1986),[24] as both pulp yield and lumber strength are determined by it. Specific gravity is the ratio of the mass of a substance to the mass of an equal volume of water; density is the ratio of a mass of a quantity of a substance to the volume of that quantity and is expressed in mass per unit substance, e.g., grams per milliliter (g/cm3 or g/ml). The terms are essentially equivalent as long as the metric system is used. Upon drying, wood shrinks and its density increases. Minimum values are associated with green (water-saturated) wood and are referred to as basic specific gravity (Timell 1986).[24]

The U.S. Forest Products Laboratory lists a variety of ways to define specific gravity (G) and density (ρ) for wood:[25]

Symbol Mass basis Volume basis
G0 Ovendry Ovendry
Gb (basic) Ovendry Green
G12 Ovendry 12% MC
Gx Ovendry x% MC
ρ0 Ovendry Ovendry
ρ12 12% MC 12% MC
ρx x% MC x% MC

The FPL has adopted Gb and G12 for specific gravity, in accordance with the ASTM D2555[26] standard. These are scientifically useful, but don't represent any condition that could physically occur. The FPL Wood Handbook also provides formulas for approximately converting any of these measurements to any other.

Density

[edit]

Wood density is determined by multiple growth and physiological factors compounded into "one fairly easily measured wood characteristic" (Elliott 1970).[27]

Age, diameter, height, radial (trunk) growth, geographical location, site and growing conditions, silvicultural treatment, and seed source all to some degree influence wood density. Variation is to be expected. Within an individual tree, the variation in wood density is often as great as or even greater than that between different trees (Timell 1986).[24] Variation of specific gravity within the bole of a tree can occur in either the horizontal or vertical direction.

Because the specific gravity as defined above uses an unrealistic condition, woodworkers tend to use the "average dried weight", which is a density based on mass at 12% moisture content and volume at the same (ρ12). This condition occurs when the wood is at equilibrium moisture content with air at about 65% relative humidity and temperature at 30 °C (86 °F). This density is expressed in units of kg/m3 or lbs/ft3. If you know the specific gravity at 12% MC, G12 (from the Wood Handbook), then multiply by 1120 to get the average dried weight at 12% MC, ρ12, in kg/m3. For example, if G12 is 0.40, then average dried weight is ρ12 = 0.40 * 1120 = 448 kg/m3. You can also find values for dried weight in two other FPL publications, Hardwoods of North America[28] and Softwoods of North America.[29]

Tables

[edit]

The following tables list the mechanical properties of wood and lumber plant species, including bamboo. See also Mechanical properties of tonewoods for additional properties.

Wood properties:[30][31]

Common name Scientific name Moisture content Density (kg/m3) Compressive strength (megapascals) Flexural strength (megapascals)
Red Alder Alnus rubra Green 370 20.4 45
Red Alder Alnus rubra 12.00% 410 40.1 68
Black Ash Fraxinus nigra Green 450 15.9 41
Black Ash Fraxinus nigra 12.00% 490 41.2 87
Blue Ash Fraxinus quadrangulata Green 530 24.8 66
Blue Ash Fraxinus quadrangulata 12.00% 580 48.1 95
Green Ash Fraxinus pennsylvanica Green 530 29 66
Green Ash Fraxinus pennsylvanica 12.00% 560 48.8 97
Oregon Ash Fraxinus latifolia Green 500 24.2 52
Oregon Ash Fraxinus latifolia 12.00% 550 41.6 88
White Ash Fraxinus americana Green 550 27.5 66
White Ash Fraxinus americana 12.00% 600 51.1 103
Bigtooth Aspen Populus grandidentata Green 360 17.2 37
Bigtooth Aspen Populus grandidentata 12.00% 390 36.5 63
Quaking Aspen Populus tremuloides Green 350 14.8 35
Quaking Aspen Populus tremuloides 12.00% 380 29.3 58
American Basswood Tilia americana Green 320 15.3 34
American Basswood Tilia americana 12.00% 370 32.6 60
American Beech Fagus grandifolia Green 560 24.5 59
American Beech Fagus grandifolia 12.00% 640 50.3 103
Paper Birch Betula papyrifera Green 480 16.3 44
Paper Birch Betula papyrifera 12.00% 550 39.2 85
Sweet Birch Betula lenta Green 600 25.8 65
Sweet Birch Betula lenta 12.00% 650 58.9 117
Yellow Birch Betula alleghaniensis Green 550 23.3 57
Yellow Birch Betula alleghaniensis 12.00% 620 56.3 114
Butternut Juglans cinerea Green 360 16.7 37
Butternut Juglans cinerea 12.00% 380 36.2 56
Black Cherry Prunus serotina Green 470 24.4 55
Blach Cherry Prunus serotina 12.00% 500 49 85
American Chestnut Castanea dentata Green 400 17 39
American Chestnut Castanea dentata 12.00% 430 36.7 59
Balsam Poplar Cottonwood Populus balsamifera Green 310 11.7 27
Balsam Poplar Cottonwood Populus balsamifera 12.00% 340 27.7 47
Black Cottonwood Populus trichocarpa Green 310 15.2 34
Black Cottonwood Populus trichocarpa 12.00% 350 31 59
Eastern Cottonwood Populus deltoides Green 370 15.7 37
Eastern Cottonwood Populus deltoides 12.00% 400 33.9 59
American Elm Ulmus americana Green 460 20.1 50
American Elm Ulmus americana 12.00% 500 38.1 81
Rock Elm Ulmus thomasii Green 570 26.1 66
Rock Elm Ulmus thomasii 12.00% 630 48.6 102
Slippery Elm Ulmus rubra Green 480 22.9 55
Slippery Elm Ulmus rubra 12.00% 530 43.9 90
Hackberry Celtis occidentalis Green 490 18.3 45
Hackberry Celtis occidentalis 12.00% 530 37.5 76
Bitternut Hickory Carya cordiformis Green 600 31.5 71
Bitternut Hickory Carya cordiformis 12.00% 660 62.3 118
Nutmeg Hickory Carya myristiciformis Green 560 27.4 63
Nutmeg Hickory Carya myristiciformis 12.00% 600 47.6 114
Pecan Hickory Carya illinoinensis Green 600 27.5 68
Pecan Hickory Carya illinoinensis 12.00% 660 54.1 94
Water Hickory Carya aquatica Green 610 32.1 74
Water Hickory Carya aquatica 12.00% 620 59.3 123
Mockernut Hickory Carya tomentosa Green 640 30.9 77
Mockernut Hickory Carya tomentosa 12.00% 720 61.6 132
Pignut Hickory Carya glabra Green 660 33.2 81
Pignut Hickory Carya glabra 12.00% 750 63.4 139
Shagbark Hickory Carya ovata Green 640 31.6 76
Shagbark Hickory Carya ovata 12.00% 720 63.5 139
Shellbark Hickory Carya laciniosa Green 620 27 72
Shellbark Hickory Carya laciniosa 12.00% 690 55.2 125
Honeylocust Gleditsia triacanthos Green 600 30.5 70
Honeylocust Gleditsia triacanthos 12.00% 600 51.7 101
Black Locust Robinia pseudoacacia Green 660 46.9 95
Black Locust Robinia pseudoacacia 12.00% 690 70.2 134
Cucumber Tree Magnolia Magnolia acuminata Green 440 21.6 51
Cucumber Tree Magnolia Magnolia acuminata 12.00% 480 43.5 85
Southern Magnolia Magnolia grandiflora Green 460 18.6 47
Southern Magnolia Magnolia grandiflora 12.00% 500 37.6 77
Bigleaf Maple Acer macrophyllum Green 440 22.3 51
Bigleaf Maple Acer macrophyllum 12.00% 480 41 74
Black Maple Acer nigrum Green 520 22.5 54
Black Maple Acer nigrum 12.00% 570 46.1 92
Red Maple Acer rubrum Green 490 22.6 53
Red Maple Acer rubrum 12.00% 540 45.1 92
Silver Maple Acer saccharinum Green 440 17.2 40
Silver Maple Acer saccharinum 12.00% 470 36 61
Sugar Maple Acer saccharum Green 560 27.7 65
Sugar Maple Acer saccharum 12.00% 630 54 109
Black Red Oak Quercus velutina Green 560 23.9 57
Black Red Oak Quercus velutina 12.00% 610 45 96
Cherrybark Red Oak Quercus pagoda Green 610 31.9 74
Cherrybark Red Oak Quercus pagoda 12.00% 680 60.3 125
Laurel Red Oak Quercus hemisphaerica Green 560 21.9 54
Laurel Red Oak Quercus hemisphaerica 12.00% 630 48.1 87
Northern Red Oak Quercus rubra Green 560 23.7 57
Northern Red Oak Quercus rubra 12.00% 630 46.6 99
Pin Red Oak Quercus palustris Green 580 25.4 57
Pin Red Oak Quercus palustris 12.00% 630 47 97
Scarlet Red Oak Quercus coccinea Green 600 28.2 72
Scarlet Red Oak Quercus coccinea 12.00% 670 57.4 120
Southern Red Oak Quercus falcata Green 520 20.9 48
Southern Red Oak Quercus falcata 12.00% 590 42 75
Water Red Oak Quercus nigra Green 560 25.8 61
Water Red Oak Quercus nigra 12.00% 630 46.7 106
Willow Red Oak Quercus phellos Green 560 20.7 51
Willow Red Oak Quercus phellos 12.00% 690 48.5 100
Bur White Oak Quercus macrocarpa Green 580 22.7 50
Bur White Oak Quercus macrocarpa 12.00% 640 41.8 71
Chestnut White Oak Quercus montana Green 570 24.3 55
Chestnut White Oak Quercus montana 12.00% 660 47.1 92
Live White Oak Quercus virginiana Green 800 37.4 82
Live White Oak Quercus virginiana 12.00% 880 61.4 127
Overcup White Oak Quercus lyrata Green 570 23.2 55
Overcup White Oak Quercus lyrata 12.00% 630 42.7 87
Post White Oak Quercus stellata Green 600 24 56
Post White Oak Quercus stellata 12.00% 670 45.3 91
Swamp Chestnut White Oak Quercus michauxii Green 600 24.4 59
Swamp Chestnut White Oak Quercus michauxii 12.00% 670 50.1 96
Swamp White Oak Quercus bicolor Green 640 30.1 68
Swamp White Oak Quercus bicolor 12.00% 720 59.3 122
White Oak Quercus alba Green 600 24.5 57
White Oak Quercus alba 12.00% 680 51.3 105
Sassafras Sassafras albidum Green 420 18.8 41
Sassafras Sassafras albidum 12.00% 460 32.8 62
Sweetgum Liquidambar styraciflua Green 460 21 49
Sweetgum Liquidambar styraciflua 12.00% 520 43.6 86
American Sycamore Platanus occidentalis Green 460 20.1 45
American Sycamore Platanus occidentalis 12.00% 490 37.1 69
Tanoak Notholithocarpus densiflorus Green 580 32.1 72
Tanoak Notholithocarpus densiflorus 12.00% 580 32.1 72
Black Tupelo Nyssa sylvatica Green 460 21 48
Black Tupelo Nyssa sylvatica 12.00% 500 38.1 66
Water Tupelo Nyssa aquatica Green 460 23.2 50
Water Tupelo Nyssa aquatica 12.00% 500 40.8 66
Black Walnut Juglans nigra Green 510 29.6 66
Black Walnut Juglans nigra 12.00% 550 52.3 101
Black Willow Salix nigra Green 360 14.1 33
Black Willow Salix nigra 12.00% 390 28.3 54
Yellow Poplar Liriodendron tulipifera Green 400 18.3 41
Yellow Poplar Liriodendron tulipifera 12.00% 420 38.2 70
Baldcypress Taxodium distichum Green 420 24.7 46
Baldcypress Taxodium distichum 12.00% 460 43.9 73
Atlantic White Cedar Chamaecyparis thyoides Green 310 16.5 32
Atlantic White Cedar Chamaecyparis thyoides 12.00% 320 32.4 47
Eastern Redcedar Juniperus virginiana Green 440 24.6 48
Eastern Redcedar Juniperus virginiana 12.00% 470 41.5 61
Incense Cedar Calocedrus decurrens Green 350 21.7 43
Incense Cedar Calocedrus decurrens 12.00% 370 35.9 55
Northern White Cedar Thuja occidentalis Green 290 13.7 29
Northern White Cedar Thuja occidentalis 12.00% 310 27.3 45
Port Orford Cedar Chamaecyparis lawsoniana Green 390 21.6 45
Port Orford Cedar Chamaecyparis lawsoniana 12.00% 430 43.1 88
Western Redcedar Thuja plicata Green 310 19.1 35.9
Western Redcedar Thuja plicata 12.00% 320 31.4 51.7
Yellow Cedar Cupressus nootkatensis Green 420 21 44
Yellow Cedar Cupressus nootkatensis 12.00% 440 43.5 77
Coast Douglas Fir Pseudotsuga menziesii var. menziesii Green 450 26.1 53
Coast Douglas Fir Pseudotsuga menziesii var. menziesii 12.00% 480 49.9 85
Interior West Douglas Fir Pseudotsuga Menziesii Green 460 26.7 53
Interior West Douglas Fir Pseudotsuga Menziesii 12.00% 500 51.2 87
Interior North Douglas Fir Pseudotsuga menziesii var. glauca Green 450 23.9 51
Interior North Douglas Fir Pseudotsuga menziesii var. glauca 12.00% 480 47.6 90
Interior South Douglas Fir Pseudotsuga lindleyana Green 430 21.4 47
Interior South Douglas Fir Pseudotsuga lindleyana 12.00% 460 43 82
Balsam Fir Abies balsamea Green 330 18.1 38
Balsam Fir Abies balsamea 12.00% 350 36.4 63
California Red Fir Abies magnifica Green 360 19 40
California Red Fir Abies magnifica 12.00% 380 37.6 72.4
Grand Fir Abies grandis Green 350 20.3 40
Grand Fir Abies grandis 12.00% 370 36.5 61.4
Noble Fir Abies procera Green 370 20.8 43
Noble Fir Abies procera 12.00% 390 42.1 74
Pacific Silver Fir Abies amabilis Green 400 21.6 44
Pacific Silver Fir Abies amabilis 12.00% 430 44.2 75
Subalpine Fir Abies lasiocarpa Green 310 15.9 34
Subalpine Fir Abies lasiocarpa 12.00% 320 33.5 59
White Fir Abies concolor Green 370 20 41
White Fir Abies concolor 12.00% 390 40 68
Eastern Hemlock Tsuga canadensis Green 380 21.2 44
Eastern Hemlock Tsuga canadensis 12.00% 400 37.3 61
Mountain Hemlock Tsuga mertensiana Green 420 19.9 43
Mountain Hemlock Tsuga mertensiana 12.00% 450 44.4 79
Western Hemlock Tsuga heterophylla Green 420 23.2 46
Western Hemlock Tsuga heterophylla 12.00% 450 49 78
Western Larch Larix occidentalis Green 480 25.9 53
Western Larch Larix occidentalis 12.00% 520 52.5 90
Eastern White Pine Pinus strobus Green 340 16.8 34
Eastern White Pine Pinus strobus 12.00% 350 33.1 59
Jack Pine Pinus banksiana Green 400 20.3 41
Jack Pine Pinus banksiana 12.00% 430 39 68
Loblolly Pine Pinus taeda Green 470 24.2 50
Loblolly Pine Pinus taeda 12.00% 510 49.2 88
Lodgepole Pine Pinus contorta Green 380 18 38
Lodgepole Pine Pinus contorta 12.00% 410 37 65
Longleaf Pine Pinus palustris Green 540 29.8 59
Longleaf Pine Pinus palustris 12.00% 590 58.4 100
Pitch Pine Pinus rigida Green 470 20.3 47
Pitch Pine Pinus rigida 12.00% 520 41 74
Pond Pine Pinus serotina Green 510 25.2 51
Pond Pine Pinus serotina 12.00% 560 52 80
Ponderosa Pine Pinus ponderosa Green 380 16.9 35
Ponderosa Pine Pinus ponderosa 12.00% 400 36.7 65
Red Pine Pinus resinosa Green 410 18.8 40
Red Pine Pinus resinosa 12.00% 460 41.9 76
Sand Pine Pinus clausa Green 460 23.7 52
Sand Pine Pinus clausa 12.00% 480 47.7 80
Shortleaf Pine Pinus echinata Green 470 24.3 51
Shortleaf Pine Pinus echinata 12.00% 510 50.1 90
Slash Pine Pinus elliottii Green 540 26.3 60
Slash Pine Pinus elliottii 12.00% 590 56.1 112
Spruce Pine Pinus glabra Green 410 19.6 41
Spruce Pine Pinus glabra 12.00% 440 39 72
Sugar Pine Pinus lambertiana Green 340 17 34
Sugar Pine Pinus lambertiana 12.00% 360 30.8 57
Virginia Pine Pinus virginiana Green 450 23.6 50
Virginia Pine Pinus virginiana 12.00% 480 46.3 90
Western White Pine Pinus monticola Green 360 16.8 32
Western White Pine Pinus monticola 12.00% 380 34.7 67
Redwood Old Growth Sequoia sempervirens Green 380 29 52
Redwood Old Growth Sequoia sempervirens 12.00% 400 42.4 69
Redwood New Growth Sequoia sempervirens Green 340 21.4 41
Redwood New Growth Sequoia sempervirens 12.00% 350 36 54
Black Spruce Picea mariana Green 380 19.6 42
Black Spruce Picea mariana 12.00% 460 41.1 74
Engelmann Spruce Picea engelmannii Green 330 15 32
Engelmann Spruce Picea engelmannii 12.00% 350 30.9 64
Red Spruce Picea rubens Green 370 18.8 41
Red Spruce Picea rubens 12.00% 400 38.2 74
Sitka Spruce Picea sitchensis Green 330 16.2 34
Sitka Spruce Picea sitchensis 12.00% 360 35.7 65
White Spruce Picea glauca Green 370 17.7 39
White Spruce Picea glauca 12.00% 400 37.7 68
Tamarack Spruce Larix laricina Green 490 24 50
Tamarack Spruce Larix laricina 12.00% 530 49.4 80

Bamboo properties:[32][31]

Common name Scientific name Moisture content Density (kg/m3) Compressive strength (megapascals) Flexural strength (megapascals)
Balku bans Bambusa balcooa green 45 73.7
Balku bans Bambusa balcooa air dry 54.15 81.1
Balku bans Bambusa balcooa 8.5 820 69 151
Indian thorny bamboo Bambusa bambos 9.5 710 61 143
Indian thorny bamboo Bambusa bambos 43.05 37.15
Nodding Bamboo Bambusa nutans 8 890 75 52.9
Nodding Bamboo Bambusa nutans 87 46 52.4
Nodding Bamboo Bambusa nutans 12 85 67.5
Nodding Bamboo Bambusa nutans 88.3 44.7 88
Nodding Bamboo Bambusa nutans 14 47.9 216
Clumping Bamboo Bambusa pervariabilis 45.8
Clumping Bamboo Bambusa pervariabilis 5 79 80
Clumping Bamboo Bambusa pervariabilis 20 35 37
Burmese bamboo Bambusa polymorpha 95.1 32.1 28.3
Bambusa spinosa air dry 57 51.77
Indian timber bamboo Bambusa tulda 73.6 40.7 51.1
Indian timber bamboo Bambusa tulda 11.9 68 66.7
Indian timber bamboo Bambusa tulda 8.6 910 79 194
dragon bamboo Dendrocalamus giganteus 8 740 70 193
Hamilton's bamboo Dendrocalamus hamiltonii 8.5 590 70 89
White bamboo Dendrocalamus membranaceus 102 40.5 26.3
String Bamboo Gigantochloa apus 54.3 24.1 102
String Bamboo Gigantochloa apus 15.1 37.95 87.5
Java Black Bamboo Gigantochloa atroviolacea 54 23.8 92.3
Java Black Bamboo Gigantochloa atroviolacea 15 35.7 94.1
Giant Atter Gigantochloa atter 72.3 26.4 98
Giant Atter Gigantochloa atter 14.4 31.95 122.7
Gigantochloa macrostachya 8 960 71 154
American Narrow-Leaved Bamboo Guadua angustifolia 42 53.5
American Narrow-Leaved Bamboo Guadua angustifolia 63.6 144.8
American Narrow-Leaved Bamboo Guadua angustifolia 86.3 46
American Narrow-Leaved Bamboo Guadua angustifolia 77.5 82
American Narrow-Leaved Bamboo Guadua angustifolia 15 56 87
American Narrow-Leaved Bamboo Guadua angustifolia 63.3
American Narrow-Leaved Bamboo Guadua angustifolia 28
American Narrow-Leaved Bamboo Guadua angustifolia 56.2
American Narrow-Leaved Bamboo Guadua angustifolia 38
Berry Bamboo Melocanna baccifera 12.8 69.9 57.6
Japanese timber bamboo Phyllostachys bambusoides 51
Japanese timber bamboo Phyllostachys bambusoides 8 730 63
Japanese timber bamboo Phyllostachys bambusoides 64 44
Japanese timber bamboo Phyllostachys bambusoides 61 40
Japanese timber bamboo Phyllostachys bambusoides 9 71
Japanese timber bamboo Phyllostachys bambusoides 9 74
Japanese timber bamboo Phyllostachys bambusoides 12 54
Tortoise shell bamboo Phyllostachys edulis 44.6
Tortoise shell bamboo Phyllostachys edulis 75 67
Tortoise shell bamboo Phyllostachys edulis 15 71
Tortoise shell bamboo Phyllostachys edulis 6 108
Tortoise shell bamboo Phyllostachys edulis 0.2 147
Tortoise shell bamboo Phyllostachys edulis 5 117 51
Tortoise shell bamboo Phyllostachys edulis 30 44 55
Tortoise shell bamboo Phyllostachys edulis 12.5 603 60.3
Tortoise shell bamboo Phyllostachys edulis 10.3 530 83
Early Bamboo Phyllostachys praecox 28.5 827 79.3
Oliveri Thyrsostachys oliveri 53 46.9 61.9
Oliveri Thyrsostachys oliveri 7.8 58 90

Hard versus soft

[edit]
At the left, text written deeply onto the wood. At the right, text written more lightly.

It is common to classify wood as either softwood or hardwood. The wood from conifers (e.g. pine) is called softwood, and the wood from dicotyledons (usually broad-leaved trees, e.g. oak) is called hardwood. These names are a bit misleading, as hardwoods are not necessarily hard, and softwoods are not necessarily soft. The well-known balsa (a hardwood) is actually softer than any commercial softwood. Conversely, some softwoods (e.g. yew) are harder than many hardwoods.

There is a strong relationship between the properties of wood and the properties of the particular tree that yielded it, at least for certain species. For example, in loblolly pine, wind exposure and stem position greatly affect the hardness of wood, as well as compression wood content.[33] The density of wood varies with species. The density of a wood correlates with its strength (mechanical properties). For example, mahogany is a medium-dense hardwood that is excellent for fine furniture crafting, whereas balsa is light, making it useful for model building. One of the densest woods is black ironwood.

Chemistry

[edit]
Chemical structure of lignin, which makes up about 25% of wood dry matter and is responsible for many of its properties.

The chemical composition of wood varies from species to species, but is approximately 50% carbon, 42% oxygen, 6% hydrogen, 1% nitrogen, and 1% other elements (mainly calcium, potassium, sodium, magnesium, iron, and manganese) by weight.[34] Wood also contains sulfur, chlorine, silicon, phosphorus, and other elements in small quantity.

Aside from water, wood has three main components. Cellulose, a crystalline polymer derived from glucose, constitutes about 41–43%. Next in abundance is hemicellulose, which is around 20% in deciduous trees but near 30% in conifers. It is mainly five-carbon sugars that are linked in an irregular manner, in contrast to the cellulose. Lignin is the third component at around 27% in coniferous wood vs. 23% in deciduous trees. Lignin confers the hydrophobic properties reflecting the fact that it is based on aromatic rings. These three components are interwoven, and direct covalent linkages exist between the lignin and the hemicellulose. A major focus of the paper industry is the separation of the lignin from the cellulose, from which paper is made.

In chemical terms, the difference between hardwood and softwood is reflected in the composition of the constituent lignin. Hardwood lignin is primarily derived from sinapyl alcohol and coniferyl alcohol. Softwood lignin is mainly derived from coniferyl alcohol.[35]

Extractives

[edit]

Aside from the structural polymers, i.e. cellulose, hemicellulose and lignin (lignocellulose), wood contains a large variety of non-structural constituents, composed of low molecular weight organic compounds, called extractives. These compounds are present in the extracellular space and can be extracted from the wood using different neutral solvents, such as acetone.[36] Analogous content is present in the so-called exudate produced by trees in response to mechanical damage or after being attacked by insects or fungi.[37] Unlike the structural constituents, the composition of extractives varies over wide ranges and depends on many factors.[38] The amount and composition of extractives differs between tree species, various parts of the same tree, and depends on genetic factors and growth conditions, such as climate and geography.[36] For example, slower growing trees and higher parts of trees have higher content of extractives. Generally, the softwood is richer in extractives than the hardwood. Their concentration increases from the cambium to the pith. Barks and branches also contain extractives. Although extractives represent a small fraction of the wood content, usually less than 10%, they are extraordinarily diverse and thus characterize the chemistry of the wood species.[39] Most extractives are secondary metabolites and some of them serve as precursors to other chemicals. Wood extractives display different activities, some of them are produced in response to wounds, and some of them participate in natural defense against insects and fungi.[40]

Forchem tall oil refinery in Rauma, Finland

These compounds contribute to various physical and chemical properties of the wood, such as wood color, fragnance, durability, acoustic properties, hygroscopicity, adhesion, and drying.[39] Considering these impacts, wood extractives also affect the properties of pulp and paper, and importantly cause many problems in paper industry. Some extractives are surface-active substances and unavoidably affect the surface properties of paper, such as water adsorption, friction and strength.[36] Lipophilic extractives often give rise to sticky deposits during kraft pulping and may leave spots on paper. Extractives also account for paper smell, which is important when making food contact materials.

Most wood extractives are lipophilic and only a little part is water-soluble.[37] The lipophilic portion of extractives, which is collectively referred as wood resin, contains fats and fatty acids, sterols and steryl esters, terpenes, terpenoids, resin acids, and waxes.[41] The heating of resin, i.e. distillation, vaporizes the volatile terpenes and leaves the solid component – rosin. The concentrated liquid of volatile compounds extracted during steam distillation is called essential oil. Distillation of oleoresin obtained from many pines provides rosin and turpentine.[42]

Most extractives can be categorized into three groups: aliphatic compounds, terpenes and phenolic compounds.[36] The latter are more water-soluble and usually are absent in the resin.

Uses

[edit]
Main global producers of roundwood by type.
World production of roundwood by type

Production

[edit]

Global production of roundwood rose from 3.5 billion m³ in 2000 to 4 billion m³ in 2021. In 2021, wood fuel was the main product with a 49 percent share of the total (2 billion m³), followed by coniferous industrial roundwood with 30 percent (1.2 billion m³) and non-coniferous industrial roundwood with 21 percent (0.9 billion m³). Asia and the Americas are the two main producing regions, accounting for 29 and 28 percent of the total roundwood production, respectively; Africa and Europe have similar shares of 20–21 percent, while Oceania produces the remaining 2 percent.[46]

Fuel

[edit]

Wood has a long history of being used as fuel,[47] which continues to this day, mostly in rural areas of the world. Hardwood is preferred over softwood because it creates less smoke and burns longer. Adding a woodstove or fireplace to a home is often felt to add ambiance and warmth.

Pulpwood

[edit]

Pulpwood is wood that is raised specifically for use in making paper.

Construction

[edit]
The Saitta House, Dyker Heights, Brooklyn, New York built in 1899 is made of and decorated in wood.[48]
Map of importers and exporters of forest products including wood in 2021

Wood has been an important construction material since humans began building shelters, houses and boats. Nearly all boats were made out of wood until the late 19th century, and wood remains in common use today in boat construction. Elm in particular was used for this purpose as it resisted decay as long as it was kept wet (it also served for water pipe before the advent of more modern plumbing).

Wood to be used for construction work is commonly known as lumber in North America. Elsewhere, lumber usually refers to felled trees, and the word for sawn planks ready for use is timber.[49] In medieval Europe oak was the wood of choice for all wood construction, including beams, walls, doors, and floors. Today a wider variety of woods is used: solid wood doors are often made from poplar, small-knotted pine, and Douglas fir.

The churches of Kizhi, Russia are among a handful of World Heritage Sites built entirely of wood, without metal joints. See Kizhi Pogost for more details.

New domestic housing in many parts of the world today is commonly made from timber-framed construction. Engineered wood products are becoming a bigger part of the construction industry. They may be used in both residential and commercial buildings as structural and aesthetic materials.

In buildings made of other materials, wood will still be found as a supporting material, especially in roof construction, in interior doors and their frames, and as exterior cladding.

Wood is also commonly used as shuttering material to form the mold into which concrete is poured during reinforced concrete construction.

Flooring

[edit]
Wood can be cut into straight planks and made into a wood flooring.

A solid wood floor is a floor laid with planks or battens created from a single piece of timber, usually a hardwood. Since wood is hydroscopic (it acquires and loses moisture from the ambient conditions around it) this potential instability effectively limits the length and width of the boards.

Solid hardwood flooring is usually cheaper than engineered timbers and damaged areas can be sanded down and refinished repeatedly, the number of times being limited only by the thickness of wood above the tongue.

Solid hardwood floors were originally used for structural purposes, being installed perpendicular to the wooden support beams of a building (the joists or bearers) and solid construction timber is still often used for sports floors as well as most traditional wood blocks, mosaics and parquetry.

Engineered products

[edit]

Engineered wood products, glued building products "engineered" for application-specific performance requirements, are often used in construction and industrial applications. Glued engineered wood products are manufactured by bonding together wood strands, veneers, lumber or other forms of wood fiber with glue to form a larger, more efficient composite structural unit.[50]

These products include glued laminated timber (glulam), wood structural panels (including plywood, oriented strand board and composite panels), laminated veneer lumber (LVL) and other structural composite lumber (SCL) products, parallel strand lumber, and I-joists.[50] Approximately 100 million cubic meters of wood was consumed for this purpose in 1991.[4] The trends suggest that particle board and fiber board will overtake plywood.

Wood unsuitable for construction in its native form may be broken down mechanically (into fibers or chips) or chemically (into cellulose) and used as a raw material for other building materials, such as engineered wood, as well as chipboard, hardboard, and medium-density fiberboard (MDF). Such wood derivatives are widely used: wood fibers are an important component of most paper, and cellulose is used as a component of some synthetic materials. Wood derivatives can be used for kinds of flooring, for example laminate flooring.

Furniture and utensils

[edit]

Wood has always been used extensively for furniture, such as chairs and beds. It is also used for tool handles and cutlery, such as chopsticks, toothpicks, and other utensils, like the wooden spoon and pencil.

Other

[edit]

Further developments include new lignin glue applications, recyclable food packaging, rubber tire replacement applications, anti-bacterial medical agents, and high strength fabrics or composites.[51] As scientists and engineers further learn and develop new techniques to extract various components from wood, or alternatively to modify wood, for example by adding components to wood, new more advanced products will appear on the marketplace. Moisture content electronic monitoring can also enhance next generation wood protection.[52]

Art

[edit]
Prayer Bead with the Adoration of the Magi and the Crucifixion, Gothic boxwood miniature

Wood has long been used as an artistic medium. It has been used to make sculptures and carvings for millennia. Examples include the totem poles carved by North American indigenous people from conifer trunks, often Western Red Cedar (Thuja plicata).

Other uses of wood in the arts include:

Sports and recreational equipment

[edit]

Many types of sports equipment are made of wood, or were constructed of wood in the past. For example, cricket bats are typically made of white willow. The baseball bats which are legal for use in Major League Baseball are frequently made of ash wood or hickory, and in recent years have been constructed from maple even though that wood is somewhat more fragile. National Basketball Association courts have been traditionally made out of parquetry.

Many other types of sports and recreation equipment, such as skis, ice hockey sticks, lacrosse sticks and archery bows, were commonly made of wood in the past, but have since been replaced with more modern materials such as aluminium, titanium or composite materials such as fiberglass and carbon fiber. One noteworthy example of this trend is the family of golf clubs commonly known as the woods, the heads of which were traditionally made of persimmon wood in the early days of the game of golf, but are now generally made of metal or (especially in the case of drivers) carbon-fiber composites.

Bacterial degradation

[edit]

Little is known about the bacteria that degrade cellulose. Symbiotic bacteria in Xylophaga may play a role in the degradation of sunken wood. Alphaproteobacteria, Flavobacteria, Actinomycetota, Clostridia, and Bacteroidota have been detected in wood submerged for over a year.[53]

See also

[edit]

Sources

[edit]

 This article incorporates text from a free content work. Licensed under CC BY-SA IGO 3.0 (license statement/permission). Text taken from World Food and Agriculture – Statistical Yearbook 2023​, FAO.

References

[edit]
[edit]
Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
Wood is a natural, porous, and fibrous structural tissue found primarily in the stems, branches, and of trees and other woody , serving as the main component of their vascular system known as . It consists of a complex biological composite made up of elongated cells, with dry wood primarily composed of (40–50%), hemicelluloses (20–35%), (15–35%), and minor amounts (5–10%) of extractives such as resins, oils, and . In living , wood provides mechanical support against and , conducts and dissolved minerals upward from the , and stores biochemical reserves in specialized cells like . The structure of wood varies between softwoods () and hardwoods (angiosperms), with softwoods dominated by tracheids for conduction and support, while hardwoods feature vessel elements for efficient water transport alongside fibers and rays. Annual growth rings form due to seasonal variations in cell size and density, creating earlywood (larger, thinner-walled cells) and latewood (smaller, thicker-walled cells), which influence wood's appearance, density, and strength. Chemically, provides tensile strength through its crystalline microfibrils, hemicelluloses act as a matrix linking these fibers, and imparts rigidity but brittleness to the cell walls. As an engineering material, wood is anisotropic, exhibiting distinct mechanical properties in three principal directions: longitudinal (along the ), radial (from to bark), and tangential (circumferential). Its strength, including compression parallel to the (up to 50 MPa in some ) and modulus of elasticity (around 10–15 GPa longitudinally), decreases with increasing moisture content below the saturation point of approximately 30%, while dimensional changes like shrinkage occur mainly in radial (4–5%) and tangential (6–8%) directions from green to oven-dry states. typically ranges from 0.20 g/cm³ in like balsa to over 1.0 g/cm³ in dense hardwoods like , affecting its (conductivity 0.1–0.2 W/m·K) and durability against decay, which is enhanced in heartwood by extractives. Wood's high strength-to-weight ratio (comparable to on a per-mass basis) and renewability, with low in production (about 1–2 MJ/kg versus 20–30 MJ/kg for ), position it as a sustainable alternative to non-renewable materials. Wood has been a of civilization for millennia, with primary uses in for structural framing, , paneling, and roofing; in for furniture, , and musical instruments; and as feedstock for , pulp, composites like and , and emerging applications in biofuels and bioplastics. In modern building, engineered wood products such as enable tall, seismically resilient structures while sequestering carbon (up to 1 tonne per cubic meter), reducing compared to or . Sustainable harvesting from managed forests ensures its availability, supporting economic sectors like , sawmilling, and value-added processing.

Etymology and History

Etymology

The word "wood" derives from wudu, which referred to a , , or timber used for building. This term traces back further to Proto-Germanic widuz and ultimately to the widhu-, signifying or wooded areas. Cognates appear in other ancient languages, such as witu for wood and viðr for , highlighting a shared linguistic heritage across early Germanic tongues. Related terminology evolved to distinguish stages of wood processing, with "timber" originating from timber, initially meaning a building or but later denoting wood suitable for , such as felled trees or large beams. In contrast, "lumber" emerged in the late 17th century in from a British meaning to move clumsily or store miscellaneous items, shifting to describe sawn planks and processed wood by the 1660s. Regional variations persist: favors "timber" for both standing trees and sawn wood, while uses "lumber" for cut and prepared boards, reserving "timber" for uncut logs or structural elements. Latin materia, meaning timber, substance, or building material, influenced modern Romance languages and English terms for wood-derived products, evolving into words like "material" to denote matter or raw stuff from woody sources. This root, possibly linked to māter (mother) as a source or origin, underscores wood's foundational role in concepts of construction and substance across Indo-European languages.

Historical Development

The use of wood by humans dates back to prehistoric times, where it served as a fundamental material for survival tools and fire production. Archaeological evidence from the Schöningen site in reveals wooden spears crafted from spruce wood, dating to approximately 200,000 years ago, indicating early hominins' capability for systematic of large game like horses. These artifacts, alongside stone tools and butchered animal remains, underscore wood's role in enabling advanced predatory strategies that shaped early human societies. Additionally, controlled fire-making with wood as fuel emerged around 1 million years ago, but by the era, wooden friction tools facilitated reliable ignition, fostering social gatherings, cooking, and protection from predators, thereby influencing communal development. In ancient civilizations, wood's versatility extended to monumental and record-keeping, profoundly impacting and governance. Around 2500 BCE, ancient Egyptians imported cedar wood from via to build durable ships and ceremonial vessels, such as the associated with , which supported navigation and symbolic beliefs central to their culture. This reliance on imported timber highlighted wood's scarcity in and spurred extensive maritime networks. In , during the third millennium BCE, wooden writing boards coated with wax were used for administrative and literary purposes, as attested in Ur III period records, allowing reusable documentation that facilitated bureaucratic efficiency in early urban states. During the medieval and periods, wood underpinned military and architectural innovations across continents, driving economic and exploratory expansions. In , oak timber was prized for , with vessels like warships requiring up to 2,000 trees each; by the , this demand fueled naval dominance, as seen in the English and Iberian fleets that enabled global exploration and colonization. Concurrently, in , bamboo's lightweight strength revolutionized construction and daily life; from the (10th-13th centuries) onward, it was used for , , and irrigation systems in and , supporting and urban growth in densely populated regions. The marked a pivotal shift, as escalating wood demands led to widespread in during the 18th and 19th centuries, prompting reliance on colonial imports to sustain manufacturing and naval power. Britain's oak shortages, exacerbated by ironclad ship needs and , resulted in timber sourcing from North American colonies and the Baltic, altering global trade patterns and accelerating environmental changes in supplier regions. This era's resource pressures catalyzed engineered alternatives, with plywood's modern invention in 1905 by the Portland Manufacturing Company in , using glued veneers for stronger, more uniform panels that transformed furniture and industries. By the 1930s, particleboard emerged in , pioneered by Max Himmelheber in 1932 through compressed wood particles and adhesives, offering an economical solution to timber scarcity and enabling of affordable building materials.

Biology and Formation

Wood Formation in Trees

Wood formation in trees occurs through , a process driven by the , a thin layer of meristematic tissue located between the primary and in the stem and roots. This cylindrical secondary meristem produces secondary (wood) inward and secondary outward via periclinal divisions of its fusiform initials, which constitute over 90% of the cambium cells, thereby increasing the girth of the tree over time. The cambium's activity results in the annual addition of new layers, forming concentric rings that contribute to the tree's structural support and water conduction capabilities. The development of tissue, known as xylogenesis, begins with the division of cambial mother cells and proceeds through five key phases: enlargement of the new cell, deposition of the , lignification of that wall, and to create hollow conduits. The resulting comprises several cell types, including tracheids for water and mechanical support, vessels (primarily in angiosperms) for efficient conduction, fibers for added strength, and cells for storage and radial of nutrients. These cells align in radial files, with their differentiation progressing from the outward, ultimately forming the bulk of the wood tissue. At the cellular level, wood formation differs between gymnosperms and angiosperms, reflecting their evolutionary adaptations. Gymnosperms, such as with needle-like leaves, produce xylem dominated by tracheids—elongated cells (3–6 mm long, 6–60 μm wide) that handle both conduction and support—along with limited , but lack vessels. In contrast, angiosperms, featuring broad leaves, generate more diverse structures, including shorter, wider vessels (1–30 cm long, 15–300 μm wide) for superior water flow, alongside tracheids, fibers for reinforcement, and ; this complexity arises from distinct gene regulatory networks and secondary wall patterns. These cellular distinctions enable angiosperms to achieve higher hydraulic efficiency compared to the tracheid-reliant gymnosperms. The initiation and regulation of wood formation are influenced by plant hormones, particularly , and environmental cues. , such as (IAA), promote cambial and enlargement while maintaining meristematic activity; their depletion triggers differentiation into elements, and gradients of auxin correlate with developmental zones in the cambium and differentiating . Environmental factors like rising spring temperatures stimulate cambial resumption, water availability governs cell enlargement, and photoperiod (e.g., short days inducing ) modulates auxin sensitivity to halt activity in autumn, collectively shaping the seasonal patterns observed in growth rings.

Growth Rings and Seasonal Patterns

Growth rings, also known as annual rings, are concentric layers of secondary formed annually by the in the stems and of woody , particularly evident in cross-sections of temperate . Each ring consists of alternating bands of earlywood and latewood: earlywood forms during the rapid growth phase in spring and , characterized by larger, thinner-walled cells that allow efficient transport, while latewood develops later in the under slower growth conditions, featuring smaller cells with thicker walls for added . This pattern arises from seasonal in temperate , where growth ceases in winter due to cold temperatures and resumes in spring, resulting in one distinct ring per year in most . The counting of these rings enables , a precise method for dating trees and wooden artifacts by matching ring patterns across samples to establish continuous chronologies spanning millennia. For instance, bristlecone pines () in the White Mountains of have yielded a tree-ring chronology extending over 7,100 years, with individual living trees dated to more than 4,800 years through ring analysis. Such records provide invaluable insights into past environmental conditions, as ring widths serve as proxies for annual climate variations. Several factors influence the width of growth rings, reflecting the tree's response to its environment. plays a dominant role, with droughts typically producing narrower rings due to reduced water availability that limits cell expansion and division during the . affects ring patterns indirectly through associated climatic gradients, such as cooler temperatures and shorter growing seasons at higher altitudes, which can result in consistently thinner rings compared to those at lower elevations. Species-specific traits further modulate these responses; for example, drought-tolerant like pines may exhibit more resilient ring formation than sensitive hardwoods in arid conditions. Complicating ring interpretation are false rings, which mimic true rings but form within a single growing season due to mid-season droughts or other abrupt stresses that temporarily halt and then resume cambial activity. These intra-annual bands appear as additional dark lines but lack the complete transition from earlywood to latewood typical of genuine rings; distinction is achieved through microscopic examination of cell structure, where false rings show abrupt changes without the gradual density shift of true latewood. Detailed cellular differences between earlywood and latewood are explored further in subsequent sections on wood structure.

Heartwood and Sapwood

Sapwood constitutes the outer, living layers of wood in a trunk, functioning primarily to transport and dissolved minerals upward from to the canopy via its vascular tissues, while also storing carbohydrates and other nutrients in its cells. This zone appears pale in color due to minimal extractive accumulation and maintains a higher content, typically around 100-200% of its dry weight, which supports active physiological processes. Sapwood is more permeable to liquids, allowing efficient conduction through open vessels and tracheids, and its width varies with vigor and environmental demands, often spanning several growth rings in healthy, fast-growing individuals. In contrast, heartwood forms the inner, central core of the trunk as a non-living tissue that has ceased , instead providing mechanical support to the and enhanced resistance to fungal decay and attack through the deposition of secondary metabolites such as , resins, and . These extractives, produced during the transition, oxidize to impart a darker color to the heartwood and reduce its permeability by filling cell lumens, resulting in lower moisture content—often below 30%—and greater dimensional stability compared to sapwood. Heartwood durability varies by species; for instance, in black locust (), it offers exceptional natural resistance due to high levels, while in cedars like eastern redcedar (), aromatic oils contribute to its protective qualities. The conversion from sapwood to heartwood involves a gradual biological shift driven by in the inner sapwood layers, typically beginning 14-18 years after initial growth in many , with a distinct transition zone marking the boundary where metabolic activity intensifies and water loss accelerates. Factors such as tree age and influence the sapwood-heartwood boundary width; long-lived hardwoods like oaks (Quercus spp.) often retain broader sapwood to sustain large crowns, whereas like pines may develop heartwood earlier, comprising up to 80-90% of the trunk in mature trees. A critical mechanism in this transition, especially in angiosperms, is the formation of tyloses—balloon-like protrusions from adjacent cells that occlude vessels, blocking fluid movement and facilitating extractive impregnation for decay resistance. In young trees, the trunk may consist entirely of sapwood, with heartwood emerging centrally as the tree matures and accumulates annual rings.

Earlywood and Latewood

Earlywood and latewood represent the two primary zones within an annual growth ring, reflecting seasonal shifts in growth that influence wood structure and function. Earlywood forms during the spring when conditions favor rapid cell expansion, while latewood develops in summer under slower growth rates. Earlywood is characterized by larger cells with thin cell walls and expansive lumens, which contribute to its lower and higher permeability, enabling efficient conduction to support new foliage and shoots. In softwoods, these cells are typically tracheids with lumen diameters that can exceed 30-40 μm, allowing for substantial hydraulic efficiency early in the season. This structure prioritizes transport over mechanical support, aligning with the tree's needs during periods of high water demand. Latewood, by contrast, consists of smaller cells with thicker cell walls and reduced lumen sizes, resulting in higher density and enhanced to provide structural as the prepares for winter. These cells offer greater resistance to and compression, bolstering the 's stability during later growth phases when mechanical demands increase. The transition to latewood enhances overall durability without compromising the ring's capabilities. Microscopically, the distinctions are quantified by the ratio of thickness to lumen size: earlywood often exhibits wall thicknesses of 2-3 μm and lumen areas over 800 μm², whereas latewood features walls up to 4-8 μm thick and lumen areas below 400 μm², creating a clear gradient within the ring. These cellular proportions vary by ; softwoods show a relatively uniform earlywood-to-latewood transition, while ring-porous hardwoods display pronounced differences with expansive earlywood vessels and constricted latewood ones, and diffuse-porous hardwoods exhibit subtler shifts in cell size throughout the ring.

Physical Properties

Density and Specific Gravity

Wood density is defined as the mass per unit volume of wood, typically expressed in kilograms per cubic meter (kg/m³), and serves as a fundamental physical property influencing its mechanical strength, stiffness, and suitability for various applications. The oven-dry density of most wood species ranges from approximately 320 to 720 kg/m³, though the full spectrum extends from as low as 160 kg/m³ for lightweight species like balsa (Ochroma pyramidale) to over 1,040 kg/m³ for dense species such as lignum vitae (Guaiacum officinale). Specific gravity, a dimensionless measure, is the ratio of the wood's to the density of (1,000 kg/m³) at a standard temperature of , providing a standardized way to compare wood densities across and conditions. Values typically fall between 0.3 and 1.2, with balsa at around 0.16 and exceeding 1.0. It is commonly calculated using the for basic specific gravity: G=modVg×1000G = \frac{m_{od}}{V_g \times 1000}, where modm_{od} is the oven-dry in kilograms, VgV_g is the green volume in cubic meters, and the denominator accounts for water's density; alternatively, it can be based on volume at 12% moisture content for dry wood assessments. Several factors influence wood and specific gravity, including the content of extractives—such as resins, oils, and —which can increase density by adding without proportionally increasing , particularly in heartwood. Thicker cell walls, often resulting from greater lignification, contribute to higher densities by reducing void within the wood structure. content also plays a key role, as has lower apparent density due to the high in cell lumens, but density increases upon drying because water loss causes cell wall collapse and shrinkage while the dry remains constant. These density variations are evident in gradients between earlywood (lower density, thinner walls) and latewood (higher density, thicker walls) within growth rings.

Color and Grain Patterns

The color of wood arises primarily from pigments and extractives present in its tissues, with heartwood typically exhibiting darker hues due to the accumulation of these compounds, while sapwood remains lighter. In species like , tannins—polyphenolic extractives—concentrate in the heartwood, imparting characteristic brown tones through oxidation and deposition during the transition from sapwood. Sapwood, by contrast, appears pale or whitish because it contains fewer extractives and retains more translucent cellular structures that allow to pass through more readily. These color differences aid in species identification and influence aesthetic applications in . Grain patterns in wood refer to the alignment and arrangement of longitudinal fibers, which determine the visual flow and texture observed on cut surfaces. Straight grain results from uniform vertical growth of fibers parallel to the tree's axis, common in many and providing a simple, linear appearance. Interlocked grain occurs when fibers spiral around the trunk and periodically reverse direction, often due to growth adaptations in tropical hardwoods to withstand stresses, creating a ribbon-like or interlocking visual effect. Curly grain, characterized by wavy or undulating fiber arrangements, stems from localized growth stresses, such as those induced by environmental pressures or genetic factors, as seen in curly where compression wood forms irregular patterns. Wood figure encompasses the more distinctive optical patterns beyond basic grain, often highlighted by specific cutting methods. Ray fleck, a radial pattern of silvery streaks, emerges from the medullary rays—tissue bands that transport nutrients horizontally—in quartersawn boards, particularly prominent in oak where these rays span up to several inches. Chatoyancy, or the cat's-eye effect of shimmering light reflection, appears in quartersawn figured woods like maple or koa, resulting from the alternating light off compressed and expanded zones that shift with . Over time, wood undergoes color alterations influenced by environmental exposure. In interior settings, oxidation of extractives leads to gradual darkening, enhancing the richness of heartwood tones in species like . Exterior exposure to (UV) radiation, however, causes surface fading and graying through of and other chromophores, a process accelerated by moisture and observed across hardwoods like after prolonged .

Water Content and Dimensional Stability

Wood contains water in two primary forms: free water, which occupies the cell lumina and cavities, and bound water, which is held by intermolecular forces within the cell walls. The fiber saturation point (FSP) represents the moisture content at which the cell walls are fully saturated with bound water, but no free water is present in the lumina, typically averaging around 30% and varying slightly by species. Above the FSP, additional moisture is primarily free water, while below it, changes in moisture content affect the cell walls and lead to dimensional changes. The equilibrium moisture content (EMC) of wood is the moisture level at which it neither gains nor loses in a given environment, determined by the relative humidity (RH) and . For example, at 65% RH and 20°C, EMC is approximately 12%. Sapwood generally exhibits higher initial moisture content than heartwood due to greater free presence. As wood dries below the FSP, it undergoes shrinkage, with the magnitude varying by direction: tangential shrinkage is greatest (typically 5–15%), followed by radial (2–5%), and longitudinal is minimal (about 0.3% or less). Swelling occurs reversibly with gain below the FSP. Humidity fluctuations lead to repeated cycles of shrinkage and expansion, with wood typically changing dimensions by 0.1-0.25% across the grain per 1% change in moisture content. This movement can stress glued joints in wood furniture, causing separation or loosening after approximately 2 years, especially in environments with seasonal humidity swings, poor acclimation during manufacturing, or joinery designs lacking allowance for dimensional change. The percentage dimensional change is calculated as: Δ=(DiDf)Di×100\Delta = \frac{(D_i - D_f)}{D_i} \times 100 where Δ\Delta is the dimensional change, DiD_i is the initial dimension, and DfD_f is the final dimension. Uneven can cause cupping, a warp where boards curve across their width due to differential tangential and radial shrinkage rates.

Texture and Structural Features

Wood exhibits a complex texture and structural features derived from its cellular composition and arrangement, which contribute to its mechanical properties and utility. At the microscopic level, wood is primarily composed of elongated cells aligned parallel to the stem axis, forming a tubular network for and . These cells include tracheids, vessels, and fibers, each with distinct roles in conduction and reinforcement. In softwoods, tracheids constitute 90-95% of the wood volume and serve dual functions in conduction and mechanical support; these imperforate cells, typically 1-10 mm long, connect via bordered pits on their lateral walls to facilitate lateral flow. In hardwoods, vessels—stacked series of vessel elements with plates at their ends—predominate for efficient axial transport, while fibers provide primary mechanical support through their thick, lignified walls. cells, though less abundant, aid in storage and radial transport. The textural contrast between earlywood and latewood arises from differences in thickness and lumen size, with earlywood appearing coarser due to thinner walls and larger cavities. The direction of wood is defined by three orthogonal planes—longitudinal (parallel to the stem axis), radial (from to bark), and tangential (perpendicular to the radial plane, to the growth rings)—which highlight its inherent , whereby mechanical properties vary significantly by direction due to the oriented cellular structure. For instance, wood is strongest and stiffest in the longitudinal direction along the fiber axis, moderately so in the radial direction influenced by ray tissues, and weakest in the tangential direction. This directional variation stems from the parallel alignment of axial cells, which imparts high longitudinal tensile strength but limits transverse flexibility. Ray tissues, composed of horizontally oriented cells, extend radially across the wood and facilitate storage of nutrients, radial water transport, and biochemical exchange between axial elements; these structures are often visible as flecks on radial surfaces in certain species. Ray cells, typically uniseriate or multiseriate and measuring 15-20 μm high by 150-250 μm long, intersect axial tracheids via specialized pits, enhancing the wood's structural integrity. At the ultrastructural level, the arrangement of microfibrils within cell walls profoundly influences wood , particularly through the microfibril in the S2 layer—the thickest secondary wall component—which typically ranges from 5° to 30°. Smaller angles align microfibrils more parallel to the cell axis, increasing longitudinal and reducing shrinkage during , while larger angles enhance flexibility but diminish rigidity. This varies across and growth conditions, directly impacting the overall mechanical of the wood.

Knots and Natural Defects

Knots form when branches emerge from the trunk of a tree, with the base of the branch becoming embedded and gradually encased by successive annual growth rings as the trunk expands radially. This encasement integrates the branch tissue into the surrounding wood structure, creating a localized irregularity that persists after the branch dies or is shed. Knots are classified primarily as intergrown or encased based on their integration with the surrounding wood. Intergrown knots, also known as live or tight knots, occur where living branch tissue remains connected to the trunk, allowing the annual rings to grow around and interlock with the knot, resulting in a stronger bond. Encased knots, or dead knots, form from branches that have died before being fully overgrown, leading to loose or partially detached structures within the wood. Additional subtypes include pin knots, which are small (typically less than 0.5 inches in diameter) and minimally impactful; and spike knots, which extend across the full thickness of a lumber piece, often from branches cut longitudinally during sawing. Knots significantly impair the mechanical properties of wood, particularly reducing tensile strength parallel to the by up to 50% or more due to the disruption of continuity and around the . They can also promote splitting along the during or use, as the differing shrinkage rates between knot and surrounding wood exacerbate internal stresses. In lumber grading standards, such as those from the American Standard, knots influence quality classifications, with clear lumber requiring minimal or no knots for high-strength applications, while knotty grades allow larger or more numerous knots for lower-value uses like paneling. Tight knots are generally tolerated in higher grades if they remain sound and do not exceed size limits, whereas loose knots often downgrade the material. Other natural defects include and shakes, which arise from internal stresses during growth or post-harvest . Checks are superficial cracks that form on the surface of , typically to the , due to tangential shrinkage exceeding the wood's tensile strength during . Shakes are deeper separations, often occurring between annual rings (ring shakes) or radially (heart shakes), resulting from natural ruptures in weakened cells caused by factors like rapid growth, , or wind stress in the living . These defects reduce structural and are assessed in grading to determine usability, with severe shakes potentially rendering timber unsuitable for load-bearing purposes.

Chemical Composition

Primary Components

Wood primarily consists of three macromolecular components: , , and , which form the structural framework of its cell walls and account for approximately 65-75% carbohydrates and 18-35% lignin by dry weight. These polymers interact to provide the material's characteristic mechanical properties, with their relative abundances varying slightly between wood types. Cellulose comprises 40-50% of wood's dry weight and is a linear homopolymer consisting of D-glucose units connected by β-1,4 glycosidic linkages. This structure enables the formation of highly ordered, crystalline microfibrils that contribute to the material's tensile strength. The repeating unit of cellulose has the general formula (C6H10O5)n(C_6H_{10}O_5)_n, where n typically ranges from 7,000 to 15,000 in wood fibers. Hemicellulose makes up 20-35% of the dry weight and consists of heterogeneous, branched such as xyloglucans, , and mannans. In hardwoods, predominate, featuring a β-1,4-linked xylan backbone with side chains of or , resulting in an amorphous matrix that enhances flexibility. Unlike , hemicelluloses have shorter chain lengths (100-200 units) and lack extensive crystallinity. Lignin constitutes 15-35% of the dry weight and is an irregular, three-dimensional formed from phenylpropane units (p-coumaryl, coniferyl, and sinapyl alcohols). Its complex structure involves random cross-linking via and carbon-carbon bonds, embedding within the matrix to impart rigidity and hydrophobic resistance. As an amorphous , fills intercellular spaces and reinforces cell walls against compression and microbial decay.

Extractives and Variations

Wood extractives are non-structural, low molecular weight compounds extractable by neutral organic solvents or hot water, typically constituting 5 to 10% of the dry weight in most wood , though this varies widely by and location. These compounds encompass a diverse array of substances, including resins, , oils, fats, waxes, , , and phenolic derivatives, which are biosynthesized primarily by living cells and deposited during heartwood formation. For instance, oleoresins—mixtures of essential oils and resins—are prevalent in coniferous like pines (Pinus spp.), where they serve as precursors for pitch and production. Extractives confer several functional properties to wood, notably enhancing natural durability through decay resistance, influencing pigmentation, and providing toxicity against biological agents. In western red cedar (Thuja plicata), thujaplicins—tropolone-related compounds—exhibit strong antifungal activity, inhibiting wood-decaying fungi like Trametes versicolor and contributing to the species' classification as highly durable. Quinones, such as juglone derivatives in black walnut (Juglans nigra), impart characteristic dark brown hues to heartwood while also deterring microbial growth. Additionally, alkaloids and other phenolic extractives in heartwood, like those in teak (Tectona grandis), offer toxicity against termites and insects, reducing susceptibility to infestation. These extractives also contribute to heartwood color variations across species. Concentrations of extractives are markedly higher in heartwood compared to sapwood, often increasing from trace levels in sapwood to substantial amounts during the transition to heartwood as a defensive response to aging cells. In tropical hardwoods, such as those from genera like or , extractives can comprise 20 to 30% of dry weight, exceeding the 2 to 10% typical in temperate species and enhancing overall durability and commercial value. This variation is species-specific; for example, black locust () heartwood contains about 4% flavanols like dihydrorobinetin, bolstering resistance to brown-rot fungi. Extraction of these compounds for or industrial purposes primarily employs solvent-based techniques to isolate and quantify them without degrading matrix. Common methods include Soxhlet extraction using polar solvents like , acetone, or , which yield higher recoveries of phenolics and compared to non-polar options like . Standardized protocols, such as ASTM D1105, utilize sequential -toluene extractions to determine total extractive content, influencing yields in applications like production or chemical recovery from wood , where tropical species often provide 15% or more extractives by weight. These approaches ensure precise measurement while minimizing environmental impact in scaled operations.

Classification

Hardwood vs Softwood

The classification of wood into and is primarily based on botanical origins rather than physical . derive from angiosperms, which are flowering typically characterized by broad leaves and enclosed seeds, such as oaks, maples, and cherries. In contrast, come from gymnosperms, primarily coniferous trees with needle-like leaves and exposed seeds in cones, including species like pines, spruces, and . This botanical distinction forms the foundation of wood classification in and . A key structural difference lies in the cells responsible for transport. Hardwoods feature vessel elements, which are short, wide cells arranged in chains to form vessels that efficiently conduct and , often with plates at their ends for reduced resistance. Softwoods, however, rely predominantly on tracheids—longer, narrower cells that serve both conduction and —comprising over 90% of their wood volume and lacking the perforations found in hardwood vessels. These cellular variations contribute to differences in hydraulic efficiency and mechanical properties. Hardwoods generally exhibit higher densities, averaging 600-800 kg/m³ at 12% moisture content, due to their more complex cellular structure and greater proportion of thick-walled fibers. Softwoods are typically lighter, with averages of 350-500 kg/m³, reflecting their simpler tracheid-based anatomy and often faster growth rates in commercial species. Softwoods tend to grow more rapidly than hardwoods, with rotation times in managed forests often half as long, enabling higher yields in temperate and boreal regions. The terms "" and "" are a , as they do not accurately reflect actual or strength; for instance, balsa wood, classified as a from the angiosperm Ochroma pyramidale, has an exceptionally low density of about 160 kg/m³ and is softer than many softwoods. Conversely, some softwoods like Pacific yew () possess high density and exceeding certain hardwoods. Hardwoods often display more varied and complex grain patterns, including interlocked, wavy, or figured due to their diverse arrangements, while softwoods typically have straighter, more uniform . Softwoods dominate commercial timber supply, accounting for approximately 80% of global production, owing to their abundance in coniferous forests and faster regeneration. This classification can be further refined by types within hardwoods, such as ring-porous or diffuse-porous arrangements.

Porosity Types

Hardwoods are classified into porosity types based on the distribution and size of vessels (pores) within their annual growth rings, which directly influences efficiency and mechanical properties. This —ring-porous, diffuse-porous, and semi-ring-porous—reflects adaptations to seasonal growth patterns and environmental conditions in temperate regions. Ring-porous hardwoods feature a distinct ring of large vessels concentrated in the earlywood portion of the growth ring, formed during spring growth for rapid conduction, while the latewood contains numerous smaller vessels. Examples include (Quercus spp.) and ( spp.), where this dramatic contrast arises from temperate climates with pronounced seasonal changes, leading to vessel diameters often exceeding 200 µm in earlywood. In contrast, diffuse-porous hardwoods exhibit vessels of relatively uniform size and even distribution throughout the entire growth ring, without a clear size gradient between earlywood and latewood. Species such as (Acer spp.) and (Betula spp.) exemplify this type, with vessel diameters typically ranging from 50 to 100 µm, supporting consistent flow year-round and uniform growth in milder or more stable environments. Semi-ring-porous hardwoods represent an intermediate form, where vessels decrease gradually in size from larger earlywood pores to smaller latewood ones, showing partial clustering rather than a sharp boundary. (Juglans spp.) is a representative example, with this transitional pattern resulting in moderately variable vessel distribution across the ring. These porosity types have significant implications for functionality and . Ring-porous woods enable high initial in early growth but are more susceptible to damage, as large earlywood vessels can embolize during freeze-thaw cycles, potentially disrupting conductivity. Diffuse-porous woods, with their even vessel arrangement, provide more isotropic strength—meaning mechanical properties are more uniform in all directions—and lower risk of , enhancing overall stability. Semi-ring-porous types balance these traits, offering moderate flow and strength without extreme vulnerabilities.

Monocot and Non-Woody Analogs

Monocots, such as those in the (grasses) and (palms) families, do not produce true due to the absence of a , a lateral responsible for in dicots and gymnosperms. This lack of cambium results in no organized production of secondary , preventing the formation of annual growth rings and the uniform lignified structure characteristic of true . Instead, monocot stems develop through primary growth, with vascular tissues arranged in scattered bundles throughout a parenchymatous , leading to materials that serve analogous structural roles but differ fundamentally in composition and mechanics. In bamboo (e.g., Bambusa species), a prominent monocot analog, the "wood" consists of lignified fibers surrounding vascular bundles distributed unevenly across the culm, often resulting in a hollow, cylindrical structure reinforced by silica deposits in the epidermal cells. This silica content contributes to bamboo's exceptional tensile strength, with longitudinal fibers exhibiting values up to 300 MPa in some species, surpassing many softwoods, though the material remains highly anisotropic with strength varying significantly by direction. Palms, such as oil palm (Elaeis guineensis) and coconut (Cocos nucifera), similarly feature vascular bundles embedded in soft parenchyma, lacking the dense, continuous xylem matrix of true wood and thus limiting their suitability for large structural beams due to lower shear strength and irregular load distribution. Other non-woody analogs include grasses like sugarcane (Saccharum officinarum) and yucca (Yucca species), where vascular bundles are scattered and enclosed in sclerenchyma sheaths, providing rigidity without secondary thickening. These structures enable upright growth in arborescent forms but impose limitations, such as reduced girth expansion and vulnerability to splitting under transverse loads, distinguishing them from the scalable, ring-formed wood of dicots. While some monocots like yucca exhibit limited anomalous secondary growth via a specialized "monocot cambium," this produces discrete vascular bundles rather than cohesive lignified wood, maintaining their non-woody classification.

Uses and Applications

Fuel and Energy

Wood serves as a renewable energy source due to its properties, providing through direct burning or processed forms. The calorific value of oven-dry wood typically ranges from 18.5 to 19 MJ/kg, though it can vary slightly up to 20 MJ/kg depending on and , which influences burn quality and heat output. For example, wood achieves approximately 19 MJ/kg dry, while is around 17 MJ/kg dry, reflecting differences in composition and . Charcoal production enhances wood's via , a process conducted in low-oxygen environments at temperatures of 400–500°C, which removes volatiles and concentrates carbon content. This yields 25–30% fixed carbon by mass from the original wood, resulting in a higher calorific value of 28–32 MJ/kg for the product. The process has historical roots in but remains relevant for modern fuel applications where higher energy per unit weight is needed. In contemporary settings, wood is processed into pellets—compressed cylinders made from and wood residues with low moisture content (under 10%)—to improve handling and . These pellets burn in specialized stoves that achieve up to 80% , far surpassing traditional open fires at 10–20% due to better air control and heat retention. When sustainably sourced from managed forests, is considered carbon neutral over its lifecycle, as the CO₂ released during equals that absorbed by regrowing trees. However, incomplete produces emissions including particulate matter (PM2.5) and (CO), which can impact air quality if not mitigated by efficient appliances.

Construction and Building

Wood has been a fundamental in for millennia, valued for its , availability, and workability in creating structural elements such as sawn boards and beams. Sawn , produced by cutting logs into standardized dimensions, forms the backbone of traditional building practices, including framing, sheathing, and roofing supports. These products are derived from both softwoods and hardwoods, with softwoods like and dominating due to their straight grain and ease of processing. In modern applications, sawn boards are milled into nominal sizes, such as 2x4 or 2x6, which after drying measure slightly smaller, enabling efficient assembly in load-bearing structures. Lumber grading systems ensure reliability in by classifying based on strength, appearance, and defects, with higher grades assigned to pieces suitable for demanding structural roles. In the United States, standards from the American Lumber Standard Committee define grades like Select Structural, No. 1, No. 2, and No. 3 for structural framing, where No. 1 grade indicates high strength with minimal defects, allowing use in beams and joists that must withstand significant loads. defects such as knots, which are remnants of branches, can reduce tensile strength and thus lower the grade, as larger or loose knots displace wood fibers and create weak points. These grading rules, published in resources like the National Design Specification for , guide builders in selecting for safety and performance. In residential framing, dimensional lumber like 2x4 studs forms the skeleton of walls, floors, and roofs, providing load-bearing capacity for multi-story homes. For instance, , a dense , enables spans exceeding 20 feet for floor joists in sizes like 2x12 under typical residential loads of 40 pounds per square foot live load, as detailed in span tables from industry standards. These capacities depend on factors such as spacing (e.g., 16 inches on center) and grade, ensuring economical designs without excessive material use. Cedar species, prized for siding and paneling, offer natural weather resistance due to oils like thujaplicin that repel moisture, decay, and insects, extending service life in exterior applications without frequent treatments. Historically, wood's versatility shone in , where large beams were joined using mortise-and-tenon without nails, creating durable structures from medieval to early American settlements. Log cabins, a simple form of this tradition, were first built in by Swedish colonists in 1638 in (present-day ), using notched logs for quick assembly by pioneers. This method relied on species like for straight logs, emphasizing wood's role in rapid, sustainable building before industrialized alternatives.

Engineered Products

Engineered wood products are manufactured composites designed to optimize the natural properties of wood, such as strength, stability, and workability, for demanding structural applications. These materials address limitations of , like variability in and defects, by combining wood elements with adhesives under controlled conditions to create panels, beams, and other forms with enhanced performance. Common examples include , (OSB), (glulam), and (CLT), which are widely used in for their predictability, efficiency, and . Plywood consists of thin wood veneers, or plies, laid up with adjacent layers oriented at right angles to each other, then bonded with adhesives and pressed into panels. This cross-laminated structure provides dimensional stability and resistance to warping, making it suitable for sheathing, subflooring, and . Structural plywood typically uses phenol-formaldehyde (PF) adhesives for exterior durability and moisture resistance, while interior grades may employ . The perpendicular arrangement enhances parallel to the face , often exceeding that of due to the distribution of stresses across layers and mitigation of natural defects. Oriented strand board (OSB) is produced by flaking wood into strands with a length-to-thickness ratio of about 75:1, orienting them in layers—typically with face and core layers aligned parallel to the panel length—and binding them with waterproof resins such as PF or (MDI) under heat and pressure. This orientation imparts high bending strength and stiffness in the primary direction, ideal for load-bearing applications. OSB is particularly cost-effective for , , and sheathing, often 10-15% less expensive than while offering comparable structural performance in diaphragms and panels, and it utilizes small-diameter trees and mill residues efficiently. Glued laminated timber, or glulam, is formed by bonding layers of dimension or structural with all grains parallel to the length using high-strength adhesives like phenol-resorcinol-formaldehyde, then pressing them into beams or columns. This parallel allows for large cross-sections and long spans, with customizable dimensions up to 48 feet or more, and enables the creation of curved shapes by pressing laminations over curved forms during assembly. Glulam exhibits superior and resistance to radial tension compared to sawn of equivalent size, making it suitable for beams, arches, and trusses in bridges and buildings. Cross-laminated timber (CLT) represents a more recent advancement, consisting of at least three orthogonally bonded layers of solid-sawn or , with alternating grain directions perpendicular to the face for balanced strength in multiple axes. Panels are prefabricated with structural adhesives and pressed, enabling rapid on-site assembly for walls, floors, and roofs. CLT's high load-bearing capacity and fire resistance—due to charring that protects inner layers—have facilitated its use in mid- and high-rise construction; for instance, the 24-story HoHo building in , , completed in 2020, and the 25-story Ascent in , , topped out in 2022, demonstrate its viability for structures up to 86 meters tall.

Furniture and Decorative Arts

In furniture making, hardwoods such as are prized for their durability and workability, featuring even texture, medium hardness, greater strength, heavy weight, and ease of , which make them ideal for long-lasting pieces. 's straight, fine and reddish-brown color further contribute to its aesthetic appeal, allowing artisans to select woods that harmonize with desired visual effects like warmth and depth. Finishes like enhance these qualities by providing a clear, protective that highlights the natural patterns and color, creating a lustrous surface while shielding against moisture and wear. Joinery techniques in wooden furniture emphasize strength and craftsmanship without relying on metal fasteners, with the mortise-and-tenon joint being a longstanding method where a protruding tenon on one piece fits into a corresponding mortise hole on another, ensuring a robust connection suitable for chairs and tables. Similarly, the dovetail joint interlocks trapezoidal "pins" and "tails" for exceptional resistance to pulling forces, commonly applied in drawers and cabinetry to maintain structural integrity over time. Historical styles showcase wood's versatility in furniture design, as seen in the 18th-century Chippendale style, which emerged around 1755 and drew from influences to feature carved elements like claw-and-ball feet and pierced back splats on pieces often crafted from for its rich tone and workability. In the , Scandinavian minimalism utilized light woods like to promote functional simplicity and natural warmth, reflecting mid-century Nordic principles of accessibility and harmony with the environment in everyday furnishings. Decorative arts elevate wood's role through techniques like inlays and carvings, where contrasting materials such as , metals, or other woods are embedded to create intricate patterns, adding asymmetry and polychromy to surfaces. In the style of the late 19th and early 20th centuries, hardwoods were carved into flowing, organic motifs inspired by nature—such as vines and blossoms—to emphasize curving lines and the wood's inherent grain, often enhanced with veneers for visual depth in cabinets and chairs.

Pulp and Paper Production

Pulp and paper production begins with the pulping process, where wood chips are converted into a fibrous suitable for . The two primary methods are chemical pulping, such as the , and mechanical pulping. In the , wood chips are cooked in a solution of and under high temperature and pressure, which selectively dissolves while preserving fibers, resulting in a pulp yield of approximately 40-50% of the original dry wood weight. This alkaline digestion targets , the complex polymer that binds wood fibers, allowing for the separation of high-quality fibers primarily from softwoods. Softwoods are preferred for kraft pulping due to their longer fiber lengths, typically 3-4 mm, which contribute to stronger paper products compared to hardwoods' shorter 1-2 mm fibers. Mechanical pulping, used mainly for newsprint, involves grinding debarked logs against a rotating stone or refiner plates to separate fibers without significant chemical intervention, achieving yields over 90% by retaining most of the wood's components, including lignin. This method produces bulkier, less durable pulp suited for low-cost printing papers, as the retained lignin imparts a yellowish tint and reduces brightness. Following pulping, the resulting brownstock from chemical processes undergoes washing to remove spent cooking liquors, which are recovered for reuse in an energy-efficient closed-loop system characteristic of kraft mills. Fiber separation is refined through additional digestion stages if needed, further breaking down residual to yield purer . Bleaching then brightens the pulp by oxidizing and removing remaining lignin chromophores; is a widely used agent in elemental chlorine-free (ECF) sequences, applied in multiple stages to achieve brightness levels of 88-90% without excessive degradation. This selective bleaching preserves strength while minimizing environmental impacts from chlorinated byproducts. The bleached pulp is beaten or refined to fibrillate fibers, enhancing bonding potential before forming the sheet. Paper formation typically employs the wet-laid , where a dilute of pulp fibers (0.5-1% consistency) is deposited onto a moving wire mesh, allowing to drain and fibers to mat into a continuous web. Additives are incorporated during this stage to tailor properties: for instance, agents, often fortified with , are added to impart water resistance by forming hydrophobic precipitates on surfaces, typically at levels of 0.5-2% based on dry pulp weight. Other common additives include fillers like for opacity and retention aids to optimize and filler deposition. The wet web is then pressed to consolidate fibers and dried under , yielding finished with densities around 0.6-1.0 g/cm³, depending on the grade. fibers' length advantage ensures better tensile strength in products like writing , while fibers provide smoother surfaces for .

Sports and Other Specialized Uses

Wood plays a crucial role in various due to its mechanical properties, such as flexibility and strength, which enhance performance and safety. In , ash wood is traditionally favored for because of its flexibility, allowing players to generate higher bat speeds through a "whipping" action during swings, while provides greater stiffness and durability for power hitters. However, ash bat usage has declined since the early 2000s due to the invasive , which has killed millions of ash trees; as of 2025, maple dominates professional use. Studies on bat durability show that ash bats are less prone to multi-piece failures compared to maple, though both exhibit similar cracking tendencies under impact. For , early 20th-century designs incorporated laminated hickory cores for their toughness and shock resistance, enabling lighter yet durable constructions that improved maneuverability on snow. In , yew wood has been prized for centuries in bow , with its sapwood providing exceptional tensile strength to withstand the stretching forces during draw, complemented by heartwood's compression resistance. Musical instruments, particularly stringed ones like violins, rely on specific wood to optimize and tonal quality. The top plate, or soundboard, is typically crafted from for its high sound radiation efficiency and low , achieving quality factors () around 105 that allow sustained vibrations. The back and sides use , valued for its and moderate ( of 80-105), which contributes to and projection in sound. These properties, derived from the woods' and elastic moduli, enable the instrument's characteristic , as analyzed in historical practices. Beyond recreation, wood serves in specialized tools and containers where its inherent like shock absorption and chemical inertness are essential. Hickory is the preferred material for tool handles, such as those on axes and hammers, due to its high modulus of rupture and superior energy absorption, which minimizes vibration transfer to the user during impacts. In barrel-making, is indispensable for aging whiskey, as its content breaks down during maturation to release , imparting flavors and aromas to the spirit. This extraction process, enhanced by barrel toasting, also contributes that define the beverage's profile. In emerging applications, wood-based bio-composites are advancing technologies in the 2020s, offering sustainable alternatives to petroleum-derived filaments. These materials, often incorporating wood s or powders with like PLA, enable printable structures with comparable mechanical strength to conventional composites while promoting biodegradability. Recent methodologies, including fused deposition modeling, have demonstrated wood composites' viability for prototyping and functional parts, with ongoing focusing on optimizing fiber alignment for enhanced .

Degradation and Preservation

Biological Decay Processes

Biological decay processes in wood primarily involve microorganisms and insects that break down its structural components under favorable environmental conditions. Fungal decay, caused predominantly by basidiomycetes, is the most common form of microbial degradation, with two major types: white rot and brown rot. White rot fungi degrade , , and simultaneously, often resulting in a bleached or whitish appearance of the wood as they utilize extracellular enzymes like ligninases and cellulases to access and dismantle the lignocellulosic matrix. In contrast, brown rot fungi primarily attack and through a combination of non-enzymatic oxidative mechanisms and enzymatic , leaving a modified lignin residue that causes the wood to become brown, shrink, and develop characteristic cubical cracking patterns due to the loss of structural integrity. Bacterial decay occurs mainly in highly moist, oxygen-limited environments such as submerged or waterlogged wood, where it can complement or occur alongside fungal activity. Certain bacteria, such as those in the genus , erode the cell walls from the lumen outward or form tunneling patterns within the secondary wall, primarily targeting and through enzymatic action, which softens the wood surface and leads to gradual disintegration without the extensive structural collapse seen in fungal rots. Insect degradation complements microbial action by physically and biochemically breaking down wood. Termites, such as subterranean species in the Rhinotermitidae family, excavate galleries while digesting wood via symbiotic relationships with gut protozoa and bacteria that produce cellulases and lignases, enabling efficient breakdown of cellulose and partial lignin degradation. Wood-boring beetles, including longhorned and bark beetles, cause damage through larval tunneling that frass-packs the galleries; for instance, powderpost beetles (Lyctidae and Bostrichidae) reduce hardwood to fine, flour-like frass as their larvae feed on starch-rich wood, creating extensive networks of small exit holes. These decay processes require specific conditions to proceed: wood moisture content exceeding 20% (above the fiber saturation point where free water is available), presence of oxygen for aerobic respiration, and temperatures optimally between 20°C and 30°C, as lower or higher extremes inhibit microbial and activity. Certain extractives in heartwood, such as and resins, can confer limited natural resistance by inhibiting microbial enzymes or deterring feeding in some .

Environmental and Chemical Degradation

Wood undergoes environmental and chemical degradation through abiotic processes that alter its structural integrity without involving biological agents. , primarily driven by () , targets , the that binds and fibers, leading to surface discoloration and material loss. UV absorption by lignin's phenolic groups generates free radicals, initiating that fragments lignin into soluble compounds, causing the wood surface to gray and erode over time. rates typically range from 0.03 to 0.06 mm per year for softwoods and 0.03 mm per year for hardwoods, depending on density and exposure conditions. Chemical degradation accelerates under acidic or saline conditions. , with pH levels often below 5.6 due to sulfuric and nitric acids, promotes of and , weakening cell walls and enhancing surface erosion beyond UV effects alone. In marine environments, saltwater exposure causes ingress, leading to salt within wood pores that induces cracking and defibration, particularly in coastal structures like pilings. This "salt damage" or "fuzzy wood" phenomenon disrupts fiber cohesion, compromising mechanical strength in applications such as docks. in wood can exacerbate these chemical interactions by facilitating and reactions. Fire represents a rapid thermal degradation process for wood, involving where heat decomposes polymers into char, volatiles, and gases. Ignition typically occurs at surface temperatures of 250–300°C under low conditions, with piloted lowering the threshold compared to autoignition. Char formation begins around 300°C through and of and , creating an insulating layer that slows further but allows fire spread via flammable volatiles like levoglucosan. These volatiles ignite in the gas phase, propagating across the surface. Atmospheric pollutants such as and nitrogen oxides () contribute to oxidative degradation, increasing wood brittleness. Ozone reacts with unsaturated bonds in and , causing and cross-linking that reduces flexibility and elevates fracture risk. NOx, often precursors to , further oxidizes surface components, amplifying embrittlement in urban or industrial settings. These reactions preferentially degrade extractives and hemicelluloses, leaving a more rigid, cellulose-dominated structure prone to cracking under mechanical stress.

Preservation Techniques

Wood preservation techniques encompass a range of methods designed to extend the service life of wood by protecting it from biological and environmental degradation agents. These approaches include chemical impregnation, thermal modification, physical barriers, and adherence to standardized guidelines, each tailored to specific exposure conditions. Chemical treatments involve impregnating wood with preservatives to inhibit decay organisms, often using pressure processes for deep penetration. One prominent method was pressure impregnation with chromated copper arsenate (CCA), an aqueous solution applied via vacuum and pressure cycles at temperatures of 38–66°C, achieving retentions of 4–12.8 kg/m³ to provide broad-spectrum protection against fungi and insects. However, due to health and environmental concerns, the U.S. Environmental Protection Agency facilitated the voluntary phase-out of CCA for residential uses effective December 31, 2003, restricting it thereafter to industrial applications such as utility poles. Common modern alternatives include alkaline copper quaternary (ACQ) and copper azole (CA), which provide effective protection against fungi and insects while being less toxic than CCA, with retentions typically 4.0–6.4 kg/m³ for ground contact per AWPA standards. Alternatives like borates, which are diffusible and effective against termites and decay fungi, are commonly used for interior or above-ground applications where leaching is minimal; they are applied via pressure treatment or surface diffusion, with retentions varying by species but typically not suitable for ground contact due to water solubility. Thermal modification enhances wood durability without chemicals by altering its through controlled heating. In this , wood is heated to temperatures between 180°C and 220°C in an oxygen-limited environment, often with , which degrades hemicelluloses and reduces the wood's hygroscopicity, thereby decreasing uptake by up to 50% and improving resistance to fungal decay. This treatment also results in a darker color and increased dimensional stability, making it suitable for exterior siding and , though it may reduce mechanical strength slightly. Emerging techniques include nanotechnology, using nanoparticles like nano-copper or nano-silver for antimicrobial protection with lower chemical loads, and green chemistry approaches with natural oils or plant extracts, showing promise in reducing leaching and toxicity as of 2024. Physical preservation methods focus on surface protection and structural design to minimize exposure to moisture and organisms. Coatings such as paints, varnishes, and oils form barriers that limit water absorption and UV degradation, with oil-based treatments penetrating up to 2.5 mm to provide moderate protection for above-ground uses. Design strategies, including elevating structures on concrete foundations or piers, prevent direct ground contact, thereby reducing the risk of moisture accumulation and biological attack in applications like decks and buildings. Standardization ensures consistent performance across preservation techniques, with the American Wood Protection Association (AWPA) defining Use Categories (UC) based on exposure hazards. For instance, UC4B specifies heavy-duty ground contact requirements, mandating higher preservative retentions (e.g., 6.4–9.6 kg/m³ for certain quaternary ammonium compounds) and deep penetration to withstand severe conditions like freshwater immersion or soil burial. These categories guide selection for commodities such as posts and piles, verified through accredited inspections. These techniques target specific degradation mechanisms, such as fungal rot or insect infestation, to optimize longevity.

Environmental and Economic Aspects

Sustainability and Harvesting

Sustainable wood harvesting practices prioritize environmental integrity by balancing timber extraction with forest regeneration and . Selective logging, which involves removing only specific trees based on criteria such as size, , or quality, contrasts with clear-cutting, where all or nearly all trees in an area are felled. Selective methods minimize , preserve continuity, and allow remaining trees to continue growing, thereby supporting and reducing landscape fragmentation. In contrast, clear-cutting can lead to significant ecological disruption, including increased runoff and loss of vegetation, though it may be suitable for certain forest types requiring full for regeneration. Sustainable yield models guide harvesting to ensure long-term productivity by limiting removals to the annual growth increment, preventing depletion of the resource base. These models calculate the allowable cut as a of the 's annual increment (MAI), often aiming for harvests equivalent to 1% or less of the total standing volume per year in well-managed stands to maintain equilibrium. For instance, in temperate s, such regulations allow indefinite timber production without compromising future yields, as demonstrated in regional assessments where annual allowable cuts are set below growth rates. Certification schemes like the (FSC), established in 1993, promote responsible sourcing through verifiable standards that cover and tracking. FSC's chain-of-custody certification requires documented separation of certified materials from the through processing and distribution to the end user, ensuring transparency and preventing mixing with unsustainably sourced wood. This system has certified millions of hectares globally, enabling consumers to identify products from well-managed forests via the FSC label. Reforestation efforts often involve establishing plantations with fast-growing species to restore degraded lands and meet timber demands, contrasting with the slower maturation of natural forests. For example, plantations can reach harvestable maturity in 7-10 years under intensive management, accumulating substantial rapidly compared to natural forests, which may require 50 years or more for similar structural development. These plantations accelerate and wood supply but must be designed to avoid monoculture pitfalls, such as reduced over cycles. Despite these advances, challenges persist in achieving widespread sustainability, including ongoing deforestation and associated biodiversity loss. Global deforestation rates averaged 10.9 million hectares per year between 2015 and 2025, according to the Food and Agriculture Organization (FAO)'s 2025 assessment. This habitat destruction exacerbates biodiversity decline, with irresponsible harvesting fragmenting ecosystems and threatening species dependent on intact forests. Despite the 2021 Glasgow Leaders' Declaration pledge by over 100 countries to halt and reverse deforestation by 2030, progress lags, with the world 63% off track as of 2024. Addressing these issues requires integrated policies that enforce certifications and promote reforestation to counteract losses.

Global Trade and Economic Role

Global wood production reaches approximately 4 billion cubic meters annually, encompassing both industrial roundwood and fuelwood, with industrial roundwood alone totaling 1.925 billion cubic meters in 2023. Leading producers include the , , and , where softwoods such as and dominate output due to extensive coniferous forests. International trade in wood products forms a vital component of the global market, valued at approximately $153 billion in exports for 2024 (wood products only), part of broader forest products trade exceeding $480 billion as of 2023, with projections indicating sustained growth amid fluctuating demand. stands out as a key exporter of tropical hardwoods, supplying species like ipe and to meet global needs for durable timber. Major importers include , the world's largest buyer of logs and sawnwood, and the , which relies heavily on imported softwoods and panels for and . The wood sector supports around 33 million jobs worldwide (as of 2022), primarily in harvesting, processing, and trade, while contributing approximately 1% to global GDP through direct and indirect economic activities. These figures underscore wood's role as a cornerstone of rural economies and industrial supply chains. Emerging trends include a shift toward products, such as , which are reducing demand for solid logs by offering efficient alternatives for building applications. Additionally, growth in the is evident, with innovations like wood-plastic composites expanding wood's use in sustainable plastics and composites.

References

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