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Darboux frame
Darboux frame
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In the differential geometry of surfaces, a Darboux frame is a natural moving frame constructed on a surface. It is the analog of the Frenet–Serret frame as applied to surface geometry. A Darboux frame exists at any non-umbilic point of a surface embedded in Euclidean space. It is named after French mathematician Jean Gaston Darboux.

Darboux frame of an embedded curve

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Let S be an oriented surface in three-dimensional Euclidean space E3. The construction of Darboux frames on S first considers frames moving along a curve in S, and then specializes when the curves move in the direction of the principal curvatures.

Definition

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At each point p of an oriented surface, one may attach a unit normal vector u(p) in a unique way, as soon as an orientation has been chosen for the normal at any particular fixed point. If γ(s) is a curve in S, parametrized by arc length, then the Darboux frame of γ is defined by

   (the unit tangent)
   (the unit normal)
   (the tangent normal)

The triple T, t, u defines a positively oriented orthonormal basis attached to each point of the curve: a natural moving frame along the embedded curve.

Geodesic curvature, normal curvature, and relative torsion

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A curve on a surface. The Frenet–Serret frame: tangent in red, the (Frenet) normal in cyan and binormal in purple. The Darboux frame: the tangent in red, the surface normal in blue, and tangent normal in green. Projections along the surface normal and tangent normal shows plane curves whose curvatures are the geodesic curvature and normal curvature respectively.

Note that a Darboux frame for a curve does not yield a natural moving frame on the surface, since it still depends on an initial choice of tangent vector. To obtain a moving frame on the surface, we first compare the Darboux frame of γ with its Frenet–Serret frame. Let

  •    (the unit tangent, as above)
  •    (the Frenet normal vector)
  •    (the Frenet binormal vector).

Since the tangent vectors are the same in both cases, there is a unique angle α such that a rotation in the plane of N and B produces the pair t and u:

Taking a differential, and applying the Frenet–Serret formulas yields

where:

  • κg is the geodesic curvature of the curve,
  • κn is the normal curvature of the curve, and
  • τr is the relative torsion (also called geodesic torsion) of the curve.

Darboux frame on a surface

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This section specializes the case of the Darboux frame on a curve to the case when the curve is a principal curve of the surface (a line of curvature). In that case, since the principal curves are canonically associated to a surface at all non-umbilic points, the Darboux frame is a canonical moving frame.

The trihedron

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A Darboux trihedron consisting of a point P and three orthonormal vectors e1, e2, e3 based at P.

The introduction of the trihedron (or trièdre), an invention of Darboux, allows for a conceptual simplification of the problem of moving frames on curves and surfaces by treating the coordinates of the point on the curve and the frame vectors in a uniform manner. A trihedron consists of a point P in Euclidean space, and three orthonormal vectors e1, e2, and e3 based at the point P. A moving trihedron is a trihedron whose components depend on one or more parameters. For example, a trihedron moves along a curve if the point P depends on a single parameter s, and P(s) traces out the curve. Similarly, if P(s,t) depends on a pair of parameters, then this traces out a surface.

A trihedron is said to be adapted to a surface if P always lies on the surface and e3 is the oriented unit normal to the surface at P. In the case of the Darboux frame along an embedded curve, the quadruple

(P(s) = γ(s), e1(s) = T(s), e2(s) = t(s), e3(s) = u(s))

defines a tetrahedron adapted to the surface into which the curve is embedded.

In terms of this trihedron, the structural equations read

Change of frame

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Suppose that any other adapted trihedron

(P, e1, e2, e3)

is given for the embedded curve. Since, by definition, P remains the same point on the curve as for the Darboux trihedron, and e3 = u is the unit normal, this new trihedron is related to the Darboux trihedron by a rotation of the form

where θ = θ(s) is a function of s. Taking a differential and applying the Darboux equation yields

where the (ωiij) are functions of s, satisfying

Structure equations

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The Poincaré lemma, applied to each double differential ddP, ddei, yields the following Cartan structure equations. From ddP = 0,

From ddei = 0,

The latter are the Gauss–Codazzi equations for the surface, expressed in the language of differential forms.

Principal curves

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Consider the second fundamental form of S. This is the symmetric 2-form on S given by

By the spectral theorem, there is some choice of frame (ei) in which (iiij) is a diagonal matrix. The eigenvalues are the principal curvatures of the surface. A diagonalizing frame a1, a2, a3 consists of the normal vector a3, and two principal directions a1 and a2. This is called a Darboux frame on the surface. The frame is canonically defined (by an ordering on the eigenvalues, for instance) away from the umbilics of the surface.

Moving frames

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The Darboux frame is an example of a natural moving frame defined on a surface. With slight modifications, the notion of a moving frame can be generalized to a hypersurface in an n-dimensional Euclidean space, or indeed any embedded submanifold. This generalization is among the many contributions of Élie Cartan to the method of moving frames.

Frames on Euclidean space

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A (Euclidean) frame on the Euclidean space En is a higher-dimensional analog of the trihedron. It is defined to be an (n + 1)-tuple of vectors drawn from En, (v; f1, ..., fn), where:

Let F(n) be the ensemble of all Euclidean frames. The Euclidean group acts on F(n) as follows. Let φ ∈ Euc(n) be an element of the Euclidean group decomposing as

where A is an orthogonal transformation and x0 is a translation. Then, on a frame,

Geometrically, the affine group moves the origin in the usual way, and it acts via a rotation on the orthogonal basis vectors since these are "attached" to the particular choice of origin. This is an effective and transitive group action, so F(n) is a principal homogeneous space of Euc(n).

Structure equations

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Define the following system of functions F(n) → En:[1]

The projection operator P is of special significance. The inverse image of a point P−1(v) consists of all orthonormal bases with basepoint at v. In particular, P : F(n) → En presents F(n) as a principal bundle whose structure group is the orthogonal group O(n). (In fact this principal bundle is just the tautological bundle of the homogeneous space F(n) → F(n)/O(n) = En.)

The exterior derivative of P (regarded as a vector-valued differential form) decomposes uniquely as

for some system of scalar valued one-forms ωi. Similarly, there is an n × n matrix of one-forms (ωij) such that

Since the ei are orthonormal under the inner product of Euclidean space, the matrix of 1-forms ωij is skew-symmetric. In particular it is determined uniquely by its upper-triangular part (ωji | i < j). The system of n(n + 1)/2 one-forms (ωi, ωji (i<j)) gives an absolute parallelism of F(n), since the coordinate differentials can each be expressed in terms of them. Under the action of the Euclidean group, these forms transform as follows. Let φ be the Euclidean transformation consisting of a translation vi and rotation matrix (Aji). Then the following are readily checked by the invariance of the exterior derivative under pullback:

Furthermore, by the Poincaré lemma, one has the following structure equations

Adapted frames and the Gauss–Codazzi equations

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Let φ : MEn be an embedding of a p-dimensional smooth manifold into a Euclidean space. The space of adapted frames on M, denoted here by Fφ(M) is the collection of tuples (x; f1,...,fn) where xM, and the fi form an orthonormal basis of En such that f1,...,fp are tangent to φ(M) at φ(x).[2]

Several examples of adapted frames have already been considered. The first vector T of the Frenet–Serret frame (T, N, B) is tangent to a curve, and all three vectors are mutually orthonormal. Similarly, the Darboux frame on a surface is an orthonormal frame whose first two vectors are tangent to the surface. Adapted frames are useful because the invariant forms (ωiji) pullback along φ, and the structural equations are preserved under this pullback. Consequently, the resulting system of forms yields structural information about how M is situated inside Euclidean space. In the case of the Frenet–Serret frame, the structural equations are precisely the Frenet–Serret formulas, and these serve to classify curves completely up to Euclidean motions. The general case is analogous: the structural equations for an adapted system of frames classifies arbitrary embedded submanifolds up to a Euclidean motion.

In detail, the projection π : F(M) → M given by π(x; fi) = x gives F(M) the structure of a principal bundle on M (the structure group for the bundle is O(p) × O(n − p).) This principal bundle embeds into the bundle of Euclidean frames F(n) by φ(v;fi) := (φ(v);fi) ∈ F(n). Hence it is possible to define the pullbacks of the invariant forms from F(n):

Since the exterior derivative is equivariant under pullbacks, the following structural equations hold

Furthermore, because some of the frame vectors f1...fp are tangent to M while the others are normal, the structure equations naturally split into their tangential and normal contributions.[3] Let the lowercase Latin indices a,b,c range from 1 to p (i.e., the tangential indices) and the Greek indices μ, γ range from p+1 to n (i.e., the normal indices). The first observation is that

since these forms generate the submanifold φ(M) (in the sense of the Frobenius integration theorem.)

The first set of structural equations now becomes

Of these, the latter implies by Cartan's lemma that

where sμab is symmetric on a and b (the second fundamental forms of φ(M)). Hence, equations (1) are the Gauss formulas (see Gauss–Codazzi equations). In particular, θba is the connection form for the Levi-Civita connection on M.

The second structural equations also split into the following

The first equation is the Gauss equation which expresses the curvature form Ω of M in terms of the second fundamental form. The second is the Codazzi–Mainardi equation which expresses the covariant derivatives of the second fundamental form in terms of the normal connection. The third is the Ricci equation.

See also

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Notes

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References

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
In , the Darboux frame is a natural moving frame constructed for a lying on an oriented surface in three-dimensional , serving as an adaptation of the Frenet-Serret frame to account for the surface's geometry. It consists of three orthonormal vectors: the unit tangent vector T to the , the unit normal vector N to the surface, and the vector S = N × T, which is tangent to the surface and orthogonal to T. This frame is right-handed and provides a local that decomposes the curve's behavior relative to both the itself and the embedding surface. Named after the French mathematician Jean Gaston Darboux, who developed foundational work on surface theory in the late 19th century, the Darboux frame was introduced to study geometric properties of curves constrained to surfaces, such as in his Leçons sur la théorie générale des surfaces. For a unit-speed curve α(s) on the surface, the frame evolves according to the Darboux equations, which describe the derivatives of the basis vectors:
dT/ds = κ_g S + κ_n N,
dS/ds = -κ_g T + τ_r N,
dN/ds = -κ_n T - τ_r S,
where κ_g is the geodesic curvature (measuring deviation within the surface), κ_n is the normal curvature (measuring bending toward the surface normal), and τ_r is the relative torsion (measuring twisting relative to the surface). These equations highlight how the total curvature κ of the curve satisfies κ = √(κ_g² + κ_n²), separating intrinsic surface effects from extrinsic embedding influences.
Unlike the Frenet-Serret frame, which applies to free space curves and uses the curve's principal normal and binormal, the Darboux frame replaces the principal normal with the surface-adapted S, making it particularly useful for analyzing geodesics (where κ_g = 0) or lines of curvature on the surface. This adaptation is essential in applications ranging from classical surface theory to modern , , and the study of ruled surfaces or manifolds with specific properties. The frame's structure also extends to pseudo-Riemannian settings, such as , for lightlike or spacelike curves.

Moving Frames in Euclidean Space

Orthonormal Frames

In , an orthonormal frame at a point pp consists of nn orthonormal vectors {e1,,en}\{e_1, \dots, e_n\} that form a basis for the , satisfying ei,ej=δij\langle e_i, e_j \rangle = \delta_{ij} with respect to the standard Euclidean metric. Such frames provide a local coordinate system adapted to the geometry, enabling the study of submanifolds like curves and surfaces without relying on global coordinates. The collection of all orthonormal frames over En\mathbb{E}^n forms the orthogonal frame bundle O(En)En\mathcal{O}(\mathbb{E}^n) \to \mathbb{E}^n, a principal O(n)O(n)-bundle where the fiber over each point is the orthogonal group O(n)O(n). A moving frame, or orthonormal moving frame, is a smooth section of this bundle, assigning to each point in a domain (e.g., along a curve or on a surface) a smoothly varying . This construction, central to Cartan's method of moving frames, facilitates the computation of differential invariants such as curvatures by differentiating the frame vectors and expressing changes in terms of the frame itself. For instance, in E3\mathbb{E}^3, a moving frame {e1,e2,e3}\{e_1, e_2, e_3\} evolves according to the frame's connection, capturing rotational and translational components of the . The method ensures frame adaptation to the underlying geometry, with the frame's variation governed by actions of the Euclidean motions E(n)E(n). The structure equations for orthonormal moving frames in En\mathbb{E}^n arise from the Maurer-Cartan forms on the frame bundle. Specifically, the coframe {η1,,ηn}\{\eta^1, \dots, \eta^n\} dual to the frame satisfies dηi=j=1nωjiηjd\eta^i = -\sum_{j=1}^n \omega_j^i \wedge \eta^j, where ωji\omega_j^i are the connection 1-forms, skew-symmetric due to metric compatibility (ωji=ωij\omega_j^i = -\omega_i^j). In flat , the curvature forms vanish: Ωji=dωji+k=1nωkiωjk=0\Omega_j^i = d\omega_j^i + \sum_{k=1}^n \omega_k^i \wedge \omega_j^k = 0, reflecting the zero sectional curvature and enabling global trivializations of the bundle. These equations form the foundation for analyzing adapted frames on submanifolds, such as the Frenet-Serret frame for curves.

Maurer-Cartan Structure Equations

In the context of moving frames in , the Maurer-Cartan structure equations describe the infinitesimal variations of an orthonormal frame under the action of the , providing a coordinate-free framework for . These equations originate from the structure of the group and serve as integrability conditions that ensure the consistency of the frame's evolution along paths or surfaces. They were developed by as part of his method of moving frames, generalizing earlier work on Lie groups by Maurer and Cartan himself. Consider R3\mathbb{R}^3 equipped with the standard Euclidean metric. An orthonormal moving frame at a point MR3M \in \mathbb{R}^3 consists of the position vector and an oriented {I1,I2,I3}\{I_1, I_2, I_3\}, forming a trihedron T=(M,I1,I2,I3)T = (M, I_1, I_2, I_3). This frame corresponds to an element of the Euc(3)R3SO(3)\mathrm{Euc}(3) \cong \mathbb{R}^3 \rtimes \mathrm{SO}(3), the of translations and rotations. The Maurer-Cartan forms are a set of e(3)\mathfrak{e}(3)-valued 1-forms that capture the frame's : translation forms ωi\omega_i and rotation (connection) forms ωji\omega_j^i, with ωji=ωij\omega_j^i = -\omega_i^j to preserve orthogonality. The structure equations express the exterior derivatives of these forms. The translation part is given by dM=i=13ωiIi,dM = \sum_{i=1}^3 \omega_i I_i, and the rotation part by dIi=j=13ωjiIj.dI_i = \sum_{j=1}^3 \omega_j^i I_j. The Maurer-Cartan structure equations themselves are the integrability conditions: dωi=j=13ωjωij,i=1,2,3,d\omega_i = -\sum_{j=1}^3 \omega_j \wedge \omega_i^j, \quad i=1,2,3, dωji=k=13ωkiωjk,i,j=1,2,3.d\omega_j^i = -\sum_{k=1}^3 \omega_k^i \wedge \omega_j^k, \quad i,j=1,2,3. These equations reflect the flatness of , where the curvature vanishes (dωji+kωkiωjk=0d\omega_j^i + \sum_k \omega_k^i \wedge \omega_j^k = 0) in the standard normalization, distinguishing them from the non-flat cases in . The significance of these equations lies in their role as a complete set of relations for reconstructing the frame from initial . If a set of 1-forms satisfies the Maurer-Cartan equations, they define a unique moving frame evolving from a given initial trihedron via an , ensuring local existence and uniqueness of solutions to geometric problems like or surface parametrization. In applications to Darboux frames, these equations normalize the frame to adapt to specific geometric features, such as tangents and normals, facilitating the computation of invariants like and torsion.

Darboux Frame Along a Curve

Definition and Construction

The Darboux frame provides a natural orthonormal moving frame adapted to a lying on an oriented in Euclidean 3-space, incorporating both the geometry of the and the . For a unit-speed α(s)\alpha(s) parametrized by ss on a smooth oriented MM with unit normal field n\mathbf{n}, the Darboux frame at each point α(s)\alpha(s) is the ordered triple {T(s),S(s),n(s)}\{\mathbf{T}(s), \mathbf{S}(s), \mathbf{n}(s)\}, where T(s)=α(s)\mathbf{T}(s) = \alpha'(s) is the unit to the , n(s)\mathbf{n}(s) is the unit normal to the at α(s)\alpha(s), and S(s)=n(s)×T(s)\mathbf{S}(s) = \mathbf{n}(s) \times \mathbf{T}(s) is the unit vector orthogonal to both T(s)\mathbf{T}(s) and n(s)\mathbf{n}(s), lying in the plane to MM. This frame is right-handed and orthonormal, with S(s)\mathbf{S}(s) pointing in the direction of the surface's "conormal" to the . To construct the Darboux frame, begin with the unit T(s)\mathbf{T}(s) along the and the surface normal n(s)\mathbf{n}(s), which are already defined by the and surface parametrizations. The third vector S(s)\mathbf{S}(s) is then obtained via the n(s)×T(s)\mathbf{n}(s) \times \mathbf{T}(s), ensuring and unit length since both inputs are unit vectors and perpendicular (as T\mathbf{T} lies in the tangent plane). This choice aligns the frame with the surface's geometry, unlike the Frenet-Serret frame, which ignores the surface and uses the curve's principal normal and binormal. The derivative of the , T(s)\mathbf{T}'(s), decomposes into components along S(s)\mathbf{S}(s) and n(s)\mathbf{n}(s): T(s)=κg(s)S(s)+κn(s)n(s),\mathbf{T}'(s) = \kappa_g(s) \mathbf{S}(s) + \kappa_n(s) \mathbf{n}(s), where κg(s)=T(s),S(s)\kappa_g(s) = \langle \mathbf{T}'(s), \mathbf{S}(s) \rangle is the geodesic curvature (measuring deviation from a geodesic in the surface) and κn(s)=T(s),n(s)\kappa_n(s) = \langle \mathbf{T}'(s), \mathbf{n}(s) \rangle is the normal curvature (measuring bending toward the surface normal). This decomposition highlights how the Darboux frame separates intrinsic (geodesic) and extrinsic (normal) aspects of the curve's curvature on the surface. The Darboux frame evolves along the curve according to structure equations analogous to the Frenet-Serret formulas but adapted to the surface: T(s)=κg(s)S(s)+κn(s)n(s),S(s)=κg(s)T(s)+τg(s)n(s),n(s)=κn(s)T(s)τg(s)S(s),\begin{align*} \mathbf{T}'(s) &= \kappa_g(s) \mathbf{S}(s) + \kappa_n(s) \mathbf{n}(s), \\ \mathbf{S}'(s) &= -\kappa_g(s) \mathbf{T}(s) + \tau_g(s) \mathbf{n}(s), \\ \mathbf{n}'(s) &= -\kappa_n(s) \mathbf{T}(s) - \tau_g(s) \mathbf{S}(s), \end{align*} where τg(s)\tau_g(s) is the relative torsion (or geodetic torsion), quantifying the twisting of the frame relative to the surface. These equations arise from differentiating the conditions T,S=T,n=S,n=0\langle \mathbf{T}, \mathbf{S} \rangle = \langle \mathbf{T}, \mathbf{n} \rangle = \langle \mathbf{S}, \mathbf{n} \rangle = 0 and unit lengths, projecting derivatives onto the frame basis. The frame is well-defined as long as the curve is regular and the surface is smooth, with no torsion singularities required unlike the Frenet frame.

Relation to Frenet-Serret Frame

The Darboux frame for a on a surface differs from the Frenet-Serret frame by incorporating the surface's geometry, specifically by including the unit normal vector to the surface as one of its basis vectors. For a unit-speed α(s)\alpha(s) lying on an oriented surface with unit normal nn, the Darboux frame is the ordered triple {T(s),S(s),n(s)}\{\mathbf{T}(s), \mathbf{S}(s), \mathbf{n}(s)\}, where T(s)=α(s)\mathbf{T}(s) = \alpha'(s) is the unit tangent to the , n(s)\mathbf{n}(s) is the surface normal at α(s)\alpha(s), and S(s)=n(s)×T(s)\mathbf{S}(s) = \mathbf{n}(s) \times \mathbf{T}(s) is the unit vector in the tangent plane perpendicular to T\mathbf{T}. In contrast, the Frenet-Serret frame {T(s),N(s),B(s)}\{\mathbf{T}(s), \mathbf{N}(s), \mathbf{B}(s)\} for the same as a space uses the principal normal N(s)\mathbf{N}(s) (pointing toward the center of ) and binormal B(s)=T(s)×N(s)\mathbf{B}(s) = \mathbf{T}(s) \times \mathbf{N}(s), without reference to the surface. The principal normal N\mathbf{N} of the Frenet-Serret frame generally does not align with the surface normal n\mathbf{n}, leading to a rotational relationship between the two in the plane perpendicular to T\mathbf{T}. Define the angle θ(s)\theta(s) as the angle between N(s)\mathbf{N}(s) and n(s)\mathbf{n}(s), so that cosθ(s)=N(s)n(s)\cos\theta(s) = \mathbf{N}(s) \cdot \mathbf{n}(s). The Darboux frame vectors relate to the Frenet-Serret vectors via the (TSn)=(1000sinθ(s)cosθ(s)0cosθ(s)sinθ(s))(TNB).\begin{pmatrix} \mathbf{T} \\ \mathbf{S} \\ \mathbf{n} \end{pmatrix} = \begin{pmatrix} 1 & 0 & 0 \\ 0 & \sin\theta(s) & -\cos\theta(s) \\ 0 & \cos\theta(s) & \sin\theta(s) \end{pmatrix} \begin{pmatrix} \mathbf{T} \\ \mathbf{N} \\ \mathbf{B} \end{pmatrix}.
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