Curvilinear coordinates

Curvilinear, affine, and Cartesian coordinates in two-dimensional space

Curvilinear coordinates are a coordinate system for Euclidean space in which the coordinate lines may be curved. These coordinates may be derived from a set of Cartesian coordinates by using a transformation that is locally invertible (a one-to-one map) at each point. This means that one can convert a point given in a Cartesian coordinate system to its curvilinear coordinates and back. The name curvilinear coordinates, coined by the French mathematician Lamé, derives from the fact that the coordinate surfaces of the curvilinear systems are curved.

In two dimensional Cartesian coordinates, we can represent a point in space by the coordinates (x1,x2) and in vector form as  \mathbf{x} = x_1~\mathbf{e}_1 + x_2~\mathbf{e}_2 where \mathbf{e}_1,\mathbf{e}_2 are basis vectors. We can describe the same point in curvilinear coordinates in a similar manner, except that the coordinates are now (ξ12) and the position vector is \mathbf{x} = \xi^1~\mathbf{g}_1 + \xi^2~\mathbf{g}_2. The quantities ξi and xi are related by the curvilinear transformation \xi^i = \varphi_i(x_1, x_2). The basis vectors \mathbf{g}_i and \mathbf{e}_i are related by


  \mathbf{g}_i = \cfrac{\partial x_1}{\partial\xi^i}\mathbf{e}_1 + \cfrac{\partial x_2}{\partial\xi^i}\mathbf{e}_2

The coordinate lines in a curvilinear coordinate systems are level curves of ξ1 and ξ2 in the two-dimensional plane.

An example of a curvilinear coordinate system in two-dimensions is the polar coordinate system. In that case the transformation is


   \xi^1 = r = \sqrt{x_1^2 + x_2^2} ~;~~ \xi^2 = \theta = \tan^{-1}(x_2/x_1)

Other well-known examples of curvilinear systems are cylindrical and spherical polar coordinates for R3. While a Cartesian coordinate surface is a plane, e.g., z = 0 defines the x-y plane, the coordinate surface r = 1 in spherical polar coordinates is the surface of a unit sphere in R3—which obviously is curved.

Coordinates are often used to define the location or distribution of physical quantities which may be scalars, vectors, or tensors. Depending on the application, a curvilinear coordinate system may be simpler to use than the Cartesian coordinate system. For instance, a physical problem with spherical symmetry defined in R3 (e.g., motion in the field of a point mass/charge), is usually easier to solve in spherical polar coordinates than in Cartesian coordinates. Also boundary conditions may enforce symmetry. One would describe the motion of a particle in a rectangular box in Cartesian coordinates, whereas one would prefer spherical coordinates for a particle in a sphere.

Many of the concepts in vector calculus, which are given in Cartesian or spherical polar coordinates, can be formulated in arbitrary curvilinear coordinates. This gives a certain economy of thought, as it is possible to derive general expressions, valid for any curvilinear coordinate system, for concepts such as the gradient, divergence, curl, and the Laplacian.

Contents

Curvilinear Coordinates from a mathematical perspective

From a more general and abstract perspective, a curvilinear coordinate system is simply a coordinate patch on the differentiable manifold En (n-dimensional Euclidian space) that is diffeomorphic to the Cartesian coordinate patch on the manifold.[1] Note that two diffeomorphic coordinate patches on a differential manifold need not overlap differentiably. With this simple definition of a curvilinear coordinate system, all the results that follow below are simply applications of standard theorems in differential topology.

General curvilinear coordinates

Fig. 1 - Coordinate surfaces, coordinate lines, and coordinate axes of general curvilinear coordinates.

In Cartesian coordinates, the position of a point P(x,y,z) is determined by the intersection of three mutually perpendicular planes, x = const, y = const, z = const. The coordinates x, y and z are related to three new quantities q1,q2, and q3 by the equations:

x = x(q1,q2,q3)     direct transformation
y = y(q1,q2,q3)     (curvilinear to Cartesian coordinates)
z = z(q1,q2,q3)

The above equation system can be solved for the arguments q1, q2, and q3 with solutions in the form:

q1 = q1(x, y, z)     inverse transformation
q2 = q2(x, y, z)     (Cartesian to curvilinear coordinates)
q3 = q3(x, y, z)

The transformation functions are such that there's a one-to-one relationship between points in the "old" and "new" coordinates, that is, those functions are bijections, and fulfil the following requirements within their domains:

1) They are smooth functions
2) The inverse Jacobian determinant
 |J^{-1}| = \det{\partial(q_1, q_2, q_3) \over \partial(x, y, z)}
=\begin{vmatrix} 
   \frac{\partial q_1}{\partial x} & \frac{\partial q_1}{\partial y} & \frac{\partial q_1}{\partial z} 
\\ \frac{\partial q_2}{\partial x} & \frac{\partial q_2}{\partial y} & \frac{\partial q_2}{\partial z} 
\\ \frac{\partial q_3}{\partial x} & \frac{\partial q_3}{\partial y} & \frac{\partial q_3}{\partial z}  \end{vmatrix} \neq 0

is not zero; that is, the transformation is invertible according to the inverse function theorem. The condition that the Jacobian determinant is not zero reflects the fact that three surfaces from different families intersect in one and only one point and thus determine the position of this point in a unique way.[2]

A given point may be described by specifying either x, y, z or q1, q2, q3 while each of the inverse equations describes a surface in the new coordinates and the intersection of three such surfaces locates the point in the three-dimensional space (Fig. 1). The surfaces q1 = const, q2 = const, q3 = const are called the coordinate surfaces; the space curves formed by their intersection in pairs are called the coordinate lines. The coordinate axes are determined by the tangents to the coordinate lines at the intersection of three surfaces. They are not in general fixed directions in space, as is true for simple Cartesian coordinates. The quantities (q1, q2, q3 ) are the curvilinear coordinates of a point P(q1, q2, q3 ).

In general, (q1, q2 ... qn ) are curvilinear coordinates in n-dimensional space.

Example: Spherical coordinates

Fig. 2 - Coordinate surfaces, coordinate lines, and coordinate axes of spherical coordinates. Surfaces: r - spheres, θ - cones, φ - half-planes; Lines: r - straight beams, θ - vertical semicircles, φ - horizontal circles; Axes: r - straight beams, θ - tangents to vertical semicircles, φ - tangents to horizontal circles

Spherical coordinates are one of the most used curvilinear coordinate systems in such fields as Earth sciences, cartography, and physics (quantum physics, relativity, etc.). The curvilinear coordinates (q1, q2, q3) in this system are, respectively, r (radial distance or polar radius, r ≥ 0), θ (zenith or latitude, 0 ≤ θ ≤ 180°), and φ (azimuth or longitude, 0 ≤ φ ≤ 360°). The direct relationship between Cartesian and spherical coordinates is given by:


  \begin{align}
      x & = r \sin\theta \cos\phi \\
      y & = r \sin\theta \sin\phi \\
      z & = r \cos\theta
  \end{align}

Solving the above equation system for r, θ, and φ gives the inverse relations between spherical and Cartesian coordinates:


  \begin{align}
    r & =\sqrt{x^2 + y^2 + z^2} \\
    \theta & =\arccos \left( {\frac{z}{{\sqrt {x^2 + y^2 + z^2 } }}} \right) \\
    \varphi & =\arctan \left( {\frac{y}{x}} \right)
  \end{align}

The respective spherical coordinate surfaces are derived in terms of Cartesian coordinates by fixing the spherical coordinates in the above inverse transformations to a constant value. Thus (Fig.2), r = const are concentric spherical surfaces centered at the origin, O, of the Cartesian coordinates, θ = const are circular conical surfaces with apex in O and axis the Oz axis, φ = const are half-planes bounded by the Oz axis and perpendicular to the xOy Cartesian coordinate plane. Each spherical coordinate line is formed at the pairwise intersection of the surfaces, corresponding to the other two coordinates: r lines (radial distance) are beams Or at the intersection of the cones θ = const and the half-planes φ = const; θ lines (meridians) are semicircles formed by the intersection of the spheres r = const and the half-planes φ = const ; and φ lines (parallels) are circles in planes parallel to xOy at the intersection of the spheres r = const and the cones θ = const. The location of a point P(r,θ,φ) is determined by the point of intersection of the three coordinate surfaces, or, alternatively, by the point of intersection of the three coordinate lines. The θ and φ axes in P(r,θ,φ) are the mutually perpendicular (orthogonal) tangents to the meridian and parallel of this point, while the r axis is directed along the radial distance and is orthogonal to both θ and φ axes.

The surfaces described by the inverse transformations are smooth functions within their defined domains. The Jacobian (functional determinant) of the inverse transformations is:

 \det J^{-1} = \det\frac{\partial(x,y,z)}{\partial(r,\theta,\phi)}
  =\begin{vmatrix}
     \sin\theta\cos\phi & \sin\theta\sin\phi & \cos\theta\\
     \frac{1}{r}\cos\theta\cos\phi & \frac{1}{r}\cos\theta\sin\phi & -\frac{1}{r}\sin\theta \\
     -\frac{1}{r}\frac{\sin\phi}{\sin\theta} & \frac{1}{r}\frac{\cos\phi}{\sin\theta} & 0
   \end{vmatrix} = \frac{1}{r^2 \sin{\theta}} \neq 0.

Curvilinear local basis

The concept of a basis

To define a vector in terms of coordinates, an additional coordinate-associated structure, called basis, is needed. A basis in three-dimensional space is a set of three linearly independent vectors \{\mathbf{e}_1,\mathbf{e}_2,\mathbf{e}_3\}, called basis vectors. Each basis vector is associated with a coordinate in the respective dimension. Any vector \mathbf{v} can be represented as a sum of vectors v_i~\mathbf{e}_i formed by multiplication of a basis vector (\mathbf{e}_i) by a scalar coefficient (vi), called component. Each vector, then, has exactly one component in each dimension and can be represented by the vector sum:


  \mathbf{v} = v_1~\mathbf{e}_1 + v_2~\mathbf{e}_2 + v_3~\mathbf{e}_3

A requirement for the coordinate system and its basis is that if at least one v_i\ne 0 then


  v_1~\mathbf{e}_1 + v_2~\mathbf{e}_2 + v_3~\mathbf{e}_3 \ne 0

This condition is called linear independence. Linear independence implies that there cannot exist bases with basis vectors of zero magnitude because the latter will give zero-magnitude vectors when multiplied by any component. Non-coplanar vectors are linearly independent, and any triple of non-coplanar vectors can serve as a basis in three dimensions.

Basis vectors in curvilinear coordinates

For general curvilinear coordinates, basis vectors and components vary from point to point. Consider a n-dimensional vector \mathbf{v} that is expressed in a particular Cartesian coordinate system as


  \mathbf{v} = v^1~\mathbf{e}_1 + v^2~\mathbf{e}_2 + v^3~\mathbf{e}_3 + \dots + v^n~\mathbf{e}_n

If we change the basis vectors to \{\mathbf{g}_1, \mathbf{g}_2, \mathbf{g}_3, \dots, \mathbf{g}_n\}, then the same vector \mathbf{v} may be expressed as


  \mathbf{v} = \hat{v}^1~\mathbf{g}_1 + \hat{v}^2~\mathbf{g}_2 + \hat{v}^3~\mathbf{g}_3 + \dots + \hat{v}^n~\mathbf{g}_n

where \hat{v}^i are the components of the vector in the new basis. Therefore, the vector sum that describes vector \mathbf{v} in the new basis is composed of different vectors, although the sum itself remains the same.

A coordinate basis whose basis vectors change their direction and/or magnitude from point to point is called local basis. All bases associated with curvilinear coordinates are necessarily local. Global bases, that is, bases composed of basis vectors that are the same in all points can be associated only with linear or affine coordinates. Therefore, for a curvilinear coordinate system with coordinates (\xi^1,\xi^2,\xi^3, \dots,\xi^n), the vector \mathbf{v} can be expressed as


  \mathbf{v} = \sum_{j=1}^n \hat{v}^j(\xi^1,\xi^2,\xi^3, \dots,\xi^n)~\mathbf{g}_j(\xi^1,\xi^2,\xi^3, \dots,\xi^n)

Covariant and contravariant bases

Basis vectors are usually associated with a coordinate system by two methods:

  • they can be built along the coordinate axes (collinear with axes) or
  • they can be built to be perpendicular (normal) to the coordinate surfaces.

In the first case (axis-collinear), basis vectors transform like covariant vectors while in the second case (normal to coordinate surfaces), basis vectors transform like contravariant vectors. Those two types of basis vectors are distinguished by the position of their indices: covariant vectors are designated with lower indices while contravariant vectors are designated with upper indices. Thus, depending on the method by which they are built, for a general curvilinear coordinate system there are two sets of basis vectors for every point: \{\mathbf{g}_1,\mathbf{g}_2,\mathbf{g}_3\} is the covariant basis, and \{\mathbf{g}^1,\mathbf{g}^2,\mathbf{g}^3\} is the contravariant basis.

We can express a vector (\mathbf{v}) in terms either basis, i.e.,


   \mathbf{v} = v^1\mathbf{g}_1 + v^2\mathbf{g}_2 + v^3\mathbf{g}_3 = v_1\mathbf{g}^1 + v_2\mathbf{g}^2 + v_3\mathbf{g}^3

A vector is covariant or contravariant if, respectively, its components are covariant or contravariant. From the above vector sums, it can be seen that contravariant vectors are represented with covariant basis vectors, and covariant vectors are represented with contravariant basis vectors.

A key convention in the representation of vectors and tensors in terms of indexed components and basis vectors is invariance in the sense that vector components which transform in a covariant manner (or contravariant manner) are paired with basis vectors that transform in a contravariant manner (or covariant manner).


Covariant basis

As stated above, contravariant vectors are vectors with contravariant components whose location is determined using covariant basis vectors that are built along the coordinate axes. In analogy to the other coordinate elements, transformation of the covariant basis of general curvilinear coordinates is described starting from the Cartesian coordinate system whose basis is called the standard basis. The standard basis in three-dimensional space is a global basis that is composed of 3 mutually orthogonal vectors \{\mathbf{e}_1,\mathbf{e}_2,\mathbf{e}_3\} each of unit length. Regardless of the method of building the basis (axis-collinear or normal to coordinate surfaces), in the Cartesian system the result is a single set of basis vectors, namely, the standard basis.

Constructing a covariant basis in one dimension
Fig. 3 - Transformation of local covariant basis in the case of general curvilinear coordinates

Consider the one-dimensional curve shown in Fig. 3. At point P, taken as an origin, x is one of the Cartesian coordinates, and ξ1 is one of the curvilinear coordinates (Fig. 3). The local basis vector is \mathbf{g}_1 and it is built on the ξ1 axis which is a tangent to ξ1 coordinate line at the point P. The axis ξ1 and thus the vector \mathbf{g}_1 form an angle α with the Cartesian x axis and the Cartesian basis vector \mathbf{e}_1.

It can be seen from triangle PAB that

 \cos \alpha = \cfrac{|\mathbf{e}_1|}{|\mathbf{g}_1|} \quad \implies \quad |\mathbf{g}_1| = \cfrac{|\mathbf{e}_1|}{\cos \alpha} ~;~~ |\mathbf{e}_1| = |\mathbf{g}_1|\cos \alpha

where |\mathbf{g}_1|, |\mathbf{e}_1| are the magnitudes of the two basis vectors, i.e., the scalar intercepts PB and PA. Note that PA is also the projection of \mathbf{g}_1 on the x axis.

However, this method for basis vector transformations using directional cosines is inapplicable to curvilinear coordinates for the following reason: By increasing the distance from P, the angle between the curved line ξ1 and Cartesian axis x increasingly deviates from α. At the distance PB the true angle is that which the tangent at point C forms with the x axis and the latter angle is clearly different from α. The angles that the ξ1 line and ξ1 axis form with the x axis become closer in value the closer one moves towards point P and become exactly equal at P. Let point E be located very close to P, so close that the distance PE is infinitesimally small. Then PE measured on the ξ1 axis almost coincides with PE measured on the ξ1 line. At the same time, the ratio \tfrac{PD}{PE} (PD being the projection of PE on the x axis) becomes almost exactly equal to cos α.

Let the infinitesimally small intercepts PD and PE be labelled, respectively, as dx and 1. Then

\cos \alpha = \cfrac{\mathrm{d}x}{\mathrm{d}\xi^1} \quad \implies \quad |\mathbf{e}_1| = |\mathbf{g}_1|\cfrac{\mathrm{d}x}{\mathrm{d}\xi^1} and \cfrac{1}{\cos \alpha} = \cfrac{\mathrm{d}\xi^1}{\mathrm{d}x} \quad \implies \quad |\mathbf{g}_1| = |\mathbf{e}_1|\cfrac{\mathrm{d}\xi^1}{\mathrm{d}x} .

Thus, the directional cosines can be substituted in transformations with the more exact ratios between infinitesimally small coordinate intercepts. From the foregoing discussion, it follows that the component (projection) of \mathbf{g}_1 on the x axis is

g^1 = \mathbf{g}_1\cdot\mathbf{e}_1 = |\mathbf{g}_1||\mathbf{e}_1|\cos\alpha = |\mathbf{g}_1|\cfrac{\mathrm{d}x}{\mathrm{d}\xi^1}  \implies 
   \cfrac{g^1}{|\mathbf{g}_1|} = \cfrac{\mathrm{d}x}{\mathrm{d}\xi^1}.

If \xi^1 \equiv \xi^1(x_1,x_2,x_3) and x_i \equiv x_i(\xi^1,\xi^2,\xi^3) are smooth (continuously differentiable) functions the transformation ratios can be written as

\cfrac{\partial \xi^i}{\partial x_j} and \cfrac{\partial x_i}{\partial \xi^j},

That is, those ratios are partial derivatives of coordinates belonging to one system with respect to coordinates belonging to the other system.

Constructing a covariant basis in three dimensions

Doing the same for the coordinates in the other 2 dimensions, \mathbf{g}_1 can be expressed as:


  \mathbf{g}_1 = g^1\mathbf{e}_1 + g^2\mathbf{e}_2 + g^3\mathbf{e}_3 = \cfrac{\partial x_1}{\partial \xi^1} \mathbf{e}_1 + \cfrac{\partial x_2}{\partial \xi^1} \mathbf{e}_2 + \cfrac{\partial x_3}{\partial \xi^1} \mathbf{e}_3

Similar equations hold for \mathbf{g}_2 and \mathbf{g}_3 so that the standard basis \{\mathbf{e}_1,\mathbf{e}_2,\mathbf{e}_3\} is transformed to a local (ordered and normalised) basis \{\mathbf{g}_1,\mathbf{g}_2,\mathbf{g}_3\} by the following system of equations:

\begin{align}
   \mathbf{g}_1 & = \cfrac{\partial x_1}{\partial \xi^1} \mathbf{e}_1 + \cfrac{\partial x_2}{\partial \xi^1} \mathbf{e}_2 + \cfrac{\partial x_3}{\partial \xi^1} \mathbf{e}_3 \\
   \mathbf{g}_2 & = \cfrac{\partial x_1}{\partial \xi^2} \mathbf{e}_1 + \cfrac{\partial x_2}{\partial \xi^2} \mathbf{e}_2 + \cfrac{\partial x_3}{\partial \xi^2} \mathbf{e}_3 \\
   \mathbf{g}_3 & = \cfrac{\partial x_1}{\partial \xi^3} \mathbf{e}_1 + \cfrac{\partial x_2}{\partial \xi^3} \mathbf{e}_2 + \cfrac{\partial x_3}{\partial \xi^3} \mathbf{e}_3 
\end{align}

Vectors \mathbf{g}_1,\mathbf{g}_2,\mathbf{g}_3 in the above equation system are unit vectors (magnitude = 1) directed along the 3 axes of the curvilinear coordinate system. However, basis vectors in general curvilinear system are not required to be of unit length: they can be of arbitrary magnitude and direction.

By analogous reasoning, one can obtain the inverse transformation from local basis to standard basis:

\begin{align}
   \mathbf{e}_1 & = \cfrac{\partial \xi^1}{\partial x_1} \mathbf{g}_1 + \cfrac{\partial \xi^2}{\partial x_1} \mathbf{g}_2 + \cfrac{\partial \xi^3}{\partial x_1} \mathbf{g}_3 \\
   \mathbf{e}_2 & = \cfrac{\partial \xi^1}{\partial x_2} \mathbf{g}_1 + \cfrac{\partial \xi^2}{\partial x_2} \mathbf{g}_2 + \cfrac{\partial \xi^3}{\partial x_2} \mathbf{g}_3 \\
   \mathbf{e}_3 & = \cfrac{\partial \xi^1}{\partial x_3} \mathbf{g}_1 + \cfrac{\partial \xi^2}{\partial x_3} \mathbf{g}_2 + \cfrac{\partial \xi^3}{\partial x_3} \mathbf{g}_3 
\end{align}

The above systems of linear equations can be written in matrix form as

\cfrac{\partial x_i}{\partial \xi^k} ~\mathbf{e}_i = \mathbf{g}_k and
\cfrac{\partial \xi^i}{\partial x_k}~ \mathbf{g}_i = \mathbf{e}_k.

These are the equations that can be used to transform an Cartesian basis into a curvilinear basis, and vice versa.

The Jacobian of the transformation

The Jacobian matrices of the transformation are the matrices J_{ik} =\tfrac{\partial x_i}{\partial \xi^k} and J^{-1}_{ik} = \tfrac{\partial \xi^i}{\partial x_k}. In three dimensions, the expanded forms of these matrices are


   \underline{\underline{\mathbf{J}}} = \begin{bmatrix}
       \cfrac{\partial x_1}{\partial \xi^1} & \cfrac{\partial x_1}{\partial \xi^2} & \cfrac{\partial x_1}{\partial \xi^3} \\
       \cfrac{\partial x_2}{\partial \xi^1} & \cfrac{\partial x_2}{\partial \xi^2} & \cfrac{\partial x_2}{\partial \xi^3} \\
       \cfrac{\partial x_3}{\partial \xi^1} & \cfrac{\partial x_3}{\partial \xi^2} & \cfrac{\partial x_3}{\partial \xi^3} \\
     \end{bmatrix} ~;~~
   \underline{\underline{\mathbf{J}}}^{-1} = \begin{bmatrix}
       \cfrac{\partial \xi^1}{\partial x_1} & \cfrac{\partial \xi^1}{\partial x_2} & \cfrac{\partial \xi^1}{\partial x_3} \\
       \cfrac{\partial \xi^2}{\partial x_1} & \cfrac{\partial \xi^2}{\partial x_2} & \cfrac{\partial \xi^2}{\partial x_3} \\
       \cfrac{\partial \xi^3}{\partial x_1} & \cfrac{\partial \xi^3}{\partial x_2} & \cfrac{\partial \xi^3}{\partial x_3} \\
     \end{bmatrix}

In the second equation system (the inverse transformation), the unknowns are the curvilinear basis vectors which are subject to the condition that in each point of the curvilinear coordinate system there must exist one and only one set of basis vectors. This condition is satisfied if and only if the equation system has a single solution. From linear algebra, it is known that a linear equation system has a single solution only if the determinant of its system matrix is non-zero. For the second equation system, the determinant of the system matrix is

 \det(\underline{\underline{\mathbf{J}}}^{-1}) = J^{-1}  \neq 0

which shows the rationale behind the above requirement concerning the inverse Jacobian determinant.

Another, very important, feature of the above transformations is the nature of the derivatives: in front of the Cartesian basis vectors stand derivatives of Cartesian coordinates while in front of the curvilinear basis vectors stand derivatives of curvililear coordinates. In general, the following definition holds:

Covariant vector is an object that in the system of coordinates x is defined by n ordered numbers or functions (components) ai(x1, x2, x3) and in system ξ it is defined by n ordered components āi(ξ123) which are connected with ai (x1, x2, x3) in each point of space by the transformation: \bar{a}_k = \tfrac{\partial x^i}{\partial \xi^k} a_i.
Mnemonic: Coordinates co-vary with the vector.

This definition is so general that it applies to covariance in the very abstract sense, and includes not only basis vectors, but also all vectors, components, tensors, pseudovectors, and pseudotensors (in the last two there is an additional sign flip). It also serves to define tensors in one of their most usual treatments.

Lamé coefficients

The partial derivative coefficients through which vector transformation is achieved are called also scale factors or Lamé coefficients (named after Gabriel Lamé)

h_{ik} = \cfrac{\partial x^i}{\partial \xi^k}.

However, the hik designation is very rarely used, being largely replaced with √gik, the components of the metric tensor.

Vector and tensor algebra in three-dimensional curvilinear coordinates

Note: the Einstein summation convention of summing on repeated indices is used below.

Elementary vector and tensor algebra in curvilinear coordinates is used in some of the older scientific literature in mechanics and physics and can be indispensable to understanding work from the early and mid 1900s, for example the text by Green and Zerna.[3] Some useful relations in the algebra of vectors and second-order tensors in curvilinear coordinates are given in this section. The notation and contents are primarily from Ogden,[4], Naghdi,[5] Simmonds,[6] Green and Zerna,[3] Basar and Weichert,[7] and Ciarlet.[8]

Vectors in curvilinear coordinates

Let (\mathbf{g}_1, \mathbf{g}_2, \mathbf{g}_3) be an arbitrary basis for three-dimensional Euclidean space. In general, the basis vectors are neither unit vectors nor mutually orthogonal. However, they are required to be linearly independent. Then a vector \mathbf{v} can be expressed as[6](p27)


    \mathbf{v} = v^k~\mathbf{g}_k

The components vk are the contravariant components of the vector \mathbf{v}.

The reciprocal basis (\mathbf{g}^1, \mathbf{g}^2, \mathbf{g}^3) is defined by the relation [6](pp28–29)


   \mathbf{g}^i\cdot\mathbf{g}_j = \delta^i_j

where \delta^i_j is the Kronecker delta.

The vector \mathbf{v} can also be expressed in terms of the reciprocal basis:


    \mathbf{v} = v_k~\mathbf{g}^k

The components vk are the covariant components of the vector \mathbf{v}.

Relations between components and basis vectors

From these definitions we can see that[6](pp30–32)


   \mathbf{v}\cdot\mathbf{g}^i = v^k~\mathbf{g}_k\cdot\mathbf{g}^i = v^k~\delta^i_k = v^i

   \mathbf{v}\cdot\mathbf{g}_i = v_k~\mathbf{g}^k\cdot\mathbf{g}_i = v_k~\delta_i^k = v_i

Also,


   \mathbf{v}\cdot\mathbf{g}_i = v^k~\mathbf{g}_k\cdot\mathbf{g}_i = g_{ki}~v^k

   \mathbf{v}\cdot\mathbf{g}^i = v_k~\mathbf{g}^k\cdot\mathbf{g}^i = g^{ki}~v_k

Metric tensor

The quantities gij, gij are defined as[6](p39)


    g_{ij} = \mathbf{g}_i \cdot \mathbf{g}_j = g_{ji} ~;~~ g^{ij} = \mathbf{g}^i \cdot \mathbf{g}^j = g^{ji}

From the above equations we have


   v^i = g^{ik}~v_k ~;~~ v_i = g_{ik}~v^k ~;~~ \mathbf{g}^i = g^{ij}~\mathbf{g}_j ~;~~ \mathbf{g}_i = g_{ij}~\mathbf{g}^j

Identity map

The identity map \mathsf{I} defined by \mathsf{I}\cdot\mathbf{v} = \mathbf{v} can be shown to be[6](p39)


   \mathsf{I} = g^{ij}~\mathbf{g}_i\otimes\mathbf{g}_j = g_{ij}~\mathbf{g}^i\otimes\mathbf{g}^j = \mathbf{g}_i\otimes\mathbf{g}^i = \mathbf{g}^i\otimes\mathbf{g}_i

Scalar (Dot) product

The scalar product of two vectors in curvilinear coordinates is[6](p32)


   \mathbf{u}\cdot\mathbf{v} = u^i~v_i = u_i~v^i = g_{ij}~u^i~v^j = g^{ij}~u_i~v_j

Vector (Cross) product

The cross product of two vectors is given by[6](pp32–34)


  \mathbf{u}\times\mathbf{v} = \epsilon_{ijk}~{u}_j~{v}_k~\mathbf{e}_i

where εijk is the permutation symbol and \mathbf{e}_i is a Cartesian basis vector. In curvilinear coordinates, the equivalent expression is


  \mathbf{u}\times\mathbf{v} = [(\mathbf{g}_m\times\mathbf{g}_n)\cdot\mathbf{g}_s]~u^m~v^n~\mathbf{g}^s
    = \mathcal{E}_{smn}~u^m~v^n~\mathbf{g}^s

where \mathcal{E}_{ijk} is the third-order alternating tensor.

Second-order tensors in curvilinear coordinates

A second-order tensor can be expressed as


   \boldsymbol{S} = S^{ij}~\mathbf{g}_i\otimes\mathbf{g}_j = S^{i}_{~j}~\mathbf{g}_i\otimes\mathbf{g}^j = S_{i}^{~j}~\mathbf{g}^i\otimes\mathbf{g}_j = S_{ij}~\mathbf{g}^i\otimes\mathbf{g}^j

The components S^{ij}\, are called the contravariant components, S^{i}_{~j} the mixed right-covariant components, S_{i}^{~j} the mixed left-covariant components, and S_{ij}\, the covariant components of the second-order tensor.

Relations between components

The components of the second-order tensor are related by


   S^{ij} = g^{ik}~S_k^{~j} = g^{jk}~S^i_{~k} = g^{ik}~g^{jl}~S_{kl}

Action of a second-order tensor on a vector

The action \mathbf{v} = \boldsymbol{S}\cdot\mathbf{u} can be expressed in curvilinear coordinates as


   v^i~\mathbf{g}_i = S^{ij}~u_j~\mathbf{g}_i = S^i_{~j}~u^j~\mathbf{g}_i ~;\qquad v_i~\mathbf{g}^i = S_{ij}~u^i~\mathbf{g}^i = S_{i}^{~j}~u_j~\mathbf{g}^i

Inner product of two second-order tensors

The inner product of two second-order tensors \boldsymbol{U} = \boldsymbol{S}\cdot\boldsymbol{T} can be expressed in curvilinear coordinates as


   U_{ij}~\mathbf{g}^i\otimes\mathbf{g}^j = S_{ik}~T^k_{.~j} ~\mathbf{g}^i\otimes\mathbf{g}^j= S_i^{.~k}~T_{kj}~\mathbf{g}^i\otimes\mathbf{g}^j

Alternatively,


   \boldsymbol{U} = S^{ij}~T^m_{.~n}~g_{jm}~\mathbf{g}_i\otimes\mathbf{g}^n = S^i_{.~m}~T^m_{.~n}~\mathbf{g}_i\otimes\mathbf{g}^n
     = S^{ij}~T_{jn}~\mathbf{g}_i\otimes\mathbf{g}^n

Determinant of a second-order tensor

If \boldsymbol{S} is a second-order tensor, then the determinant is defined by the relation


   \left[\boldsymbol{S}\cdot\mathbf{u}, \boldsymbol{S}\cdot\mathbf{v}, \boldsymbol{S}\cdot\mathbf{w}\right] = \det\boldsymbol{S}\left[\mathbf{u}, \mathbf{v}, \mathbf{w}\right]

where \mathbf{u}, \mathbf{v}, \mathbf{w} are arbitrary vectors and


  \left[\mathbf{u},\mathbf{v},\mathbf{w}\right] := \mathbf{u}\cdot(\mathbf{v}\times\mathbf{w})~.

Relations between curvilinear and Cartesian basis vectors

Let (\mathbf{e}_1,\mathbf{e}_2,\mathbf{e}_3) be the usual Cartesian basis vectors for the Euclidean space of interest and let


  \mathbf{g}_i = \boldsymbol{F}\cdot\mathbf{e}_i

where \boldsymbol{F}_i is a second-order transformation tensor that maps \mathbf{e}_i to \mathbf{g}_i. Then,


  \mathbf{g}_i\otimes\mathbf{e}_i = (\boldsymbol{F}\cdot\mathbf{e}_i)\otimes\mathbf{e}_i = \boldsymbol{F}\cdot(\mathbf{e}_i\otimes\mathbf{e}_i) = \boldsymbol{F}~.

From this relation we can show that


   \mathbf{g}^i = \boldsymbol{F}^{-\rm{T}}\cdot\mathbf{e}^i ~;~~ g^{ij} = [\boldsymbol{F}^{-\rm{1}}\cdot\boldsymbol{F}^{-\rm{T}}]_{ij} ~;~~ g_{ij} = [g^{ij}]^{-1} = [\boldsymbol{F}^{\rm{T}}\cdot\boldsymbol{F}]_{ij}

Let J := \det\boldsymbol{F} be the Jacobian of the transformation. Then, from the definition of the determinant,


  \left[\mathbf{g}_1,\mathbf{g}_2,\mathbf{g}_3\right] = \det\boldsymbol{F}\left[\mathbf{e}_1,\mathbf{e}_2,\mathbf{e}_3\right] ~.

Since


  \left[\mathbf{e}_1,\mathbf{e}_2,\mathbf{e}_3\right] = 1

we have


  J = \det\boldsymbol{F} = \left[\mathbf{g}_1,\mathbf{g}_2,\mathbf{g}_3\right] = \mathbf{g}_1\cdot(\mathbf{g}_2\times\mathbf{g}_3)

A number of interesting results can be derived using the above relations.

First, consider


   g := \det[g_{ij}]\,

Then


   g = \det[\boldsymbol{F}^{\rm{T}}]\cdot\det[\boldsymbol{F}] = J\cdot J = J^2

Similarly, we can show that


   \det[g^{ij}] = \cfrac{1}{J^2}

Therefore, using the fact that [gij] = [gij] − 1,


   \cfrac{\partial g}{\partial g_{ij}} = 2~J~\cfrac{\partial J}{\partial g_{ij}} = g~g^{ij}

Another interesting relation is derived below. Recall that


  \mathbf{g}^i\cdot\mathbf{g}_j = \delta^i_j \quad \implies \quad \mathbf{g}^1\cdot\mathbf{g}_1 = 1,~\mathbf{g}^1\cdot\mathbf{g}_2=\mathbf{g}^1\cdot\mathbf{g}_3=0 \quad \implies \quad \mathbf{g}^1 = A~(\mathbf{g}_2\times\mathbf{g}_3)

where A is a, yet undetermined, constant. Then


  \mathbf{g}^1\cdot\mathbf{g}_1 =  A~\mathbf{g}_1\cdot(\mathbf{g}_2\times\mathbf{g}_3) = AJ = 1 \quad \implies \quad A = \cfrac{1}{J}

This observation leads to the relations


  \mathbf{g}^1 = \cfrac{1}{J}(\mathbf{g}_2\times\mathbf{g}_3) ~;~~
  \mathbf{g}^2 = \cfrac{1}{J}(\mathbf{g}_3\times\mathbf{g}_1) ~;~~
  \mathbf{g}^3 = \cfrac{1}{J}(\mathbf{g}_1\times\mathbf{g}_2)

In index notation,


  \epsilon_{ijk}~\mathbf{g}^k = \cfrac{1}{J}(\mathbf{g}_i\times\mathbf{g}_j) = \cfrac{1}{\sqrt{g}}(\mathbf{g}_i\times\mathbf{g}_j)

where \epsilon_{ijk}\, is the usual permutation symbol.

We have not identified an explicit expression for the transformation tensor \boldsymbol{F} because an alternative form of the mapping between curvilinear and Cartesian bases is more useful. Assuming a sufficient degree of smoothness in the mapping (and a bit of abuse of notation), we have


   \mathbf{g}_i = \cfrac{\partial\mathbf{x}}{\partial\xi^i} =  \cfrac{\partial\mathbf{x}}{\partial x_j}~\cfrac{\partial x_j}{\partial\xi^i} = \mathbf{e}_j~\cfrac{\partial x_j}{\partial\xi^i}

Similarly,


  \mathbf{e}_i = \mathbf{g}_j~\cfrac{\partial \xi^j}{\partial x_i}

From these results we have


  \mathbf{e}^k\cdot\mathbf{g}_i = \frac{\partial x_k}{\partial \xi^i} \quad \implies \quad
  \frac{\partial x_k}{\partial \xi^i}~\mathbf{g}^i = \mathbf{e}^k\cdot(\mathbf{g}_i\otimes\mathbf{g}^i) = \mathbf{e}^k

and


  \mathbf{g}^k = \frac{\partial \xi^k}{\partial x_i}~\mathbf{e}^i

Vector products

The cross product of two vectors is given by


  \mathbf{u}\times\mathbf{v} = \epsilon_{ijk}~\hat{u}_j~\hat{v}_k~\mathbf{e}_i

where εijk is the permutation symbol and \mathbf{e}_i is a Cartesian basis vector. Therefore,


  \mathbf{e}_p\times\mathbf{e}_q = \epsilon_{ipq}~\mathbf{e}_i

and


  \mathbf{g}_m\times\mathbf{g}_n = \frac{\partial \mathbf{x}}{\partial \xi^m}\times\frac{\partial \mathbf{x}}{\partial \xi^n}
    = \frac{\partial (x_p~\mathbf{e}_p)}{\partial \xi^m}\times\frac{\partial (x_q~\mathbf{e}_q)}{\partial \xi^n}
    = \frac{\partial x_p}{\partial \xi^m}~\frac{\partial x_q}{\partial \xi^n}~\mathbf{e}_p\times\mathbf{e}_q
    = \epsilon_{ipq}~\frac{\partial x_p}{\partial \xi^m}~\frac{\partial x_q}{\partial \xi^n}~\mathbf{e}_i

Hence,


  (\mathbf{g}_m\times\mathbf{g}_n)\cdot\mathbf{g}_s =
    \epsilon_{ipq}~\frac{\partial x_p}{\partial \xi^m}~\frac{\partial x_q}{\partial \xi^n}~\frac{\partial x_i}{\partial \xi^s}

Returning back to the vector product and using the relations


  \hat{u}_j = \frac{\partial x_j}{\partial \xi^m}~u^m ~;~~
  \hat{v}_k = \frac{\partial x_k}{\partial \xi^n}~v^n ~;~~
  \mathbf{e}_i = \frac{\partial x_i}{\partial \xi^s}~\mathbf{g}^s

gives us


  \mathbf{u}\times\mathbf{v} = \epsilon_{ijk}~\hat{u}_j~\hat{v}_k~\mathbf{e}_i
    = \epsilon_{ijk}~\frac{\partial x_j}{\partial \xi^m}~\frac{\partial x_k}{\partial \xi^n}~\frac{\partial x_i}{\partial \xi^s}~ u^m~v^n~\mathbf{g}^s
    = [(\mathbf{g}_m\times\mathbf{g}_n)\cdot\mathbf{g}_s]~u^m~v^n~\mathbf{g}^s
    = \mathcal{E}_{smn}~u^m~v^n~\mathbf{g}^s

The alternating tensor

In an orthonormal right-handed basis, the third-order alternating tensor is defined as


  \boldsymbol{\mathcal{E}} = \epsilon_{ijk}~\mathbf{e}^i\otimes\mathbf{e}^j\otimes\mathbf{e}^k

In a general curvilinear basis the same tensor may be expressed as


  \boldsymbol{\mathcal{E}} = \mathcal{E}_{ijk}~\mathbf{g}^i\otimes\mathbf{g}^j\otimes\mathbf{g}^k
   = \mathcal{E}^{ijk}~\mathbf{g}_i\otimes\mathbf{g}_j\otimes\mathbf{g}_k

It can be shown that


  \mathcal{E}_{ijk} = \left[\mathbf{g}_i,\mathbf{g}_j,\mathbf{g}_k\right] =(\mathbf{g}_i\times\mathbf{g}_j)\cdot\mathbf{g}_k ~;~~
  \mathcal{E}^{ijk} = \left[\mathbf{g}^i,\mathbf{g}^j,\mathbf{g}^k\right]

Now,


  \mathbf{g}_i\times\mathbf{g}_j = J~\epsilon_{ijp}~\mathbf{g}^p = \sqrt{g}~\epsilon_{ijp}~\mathbf{g}^p

Hence,


  \mathcal{E}_{ijk} = J~\epsilon_{ijk} = \sqrt{g}~\epsilon_{ijk}

Similarly, we can show that


  \mathcal{E}^{ijk} = \cfrac{1}{J}~\epsilon^{ijk} = \cfrac{1}{\sqrt{g}}~\epsilon^{ijk}

Vector and tensor calculus in three-dimensional curvilinear coordinates

Note: the Einstein summation convention of summing on repeated indices is used below.

Simmonds,[6] in his book on tensor analysis, quotes Albert Einstein saying[9]

The magic of this theory will hardly fail to impose itself on anybody who has truly understood it; it represents a genuine triumph of the method of absolute differential calculus, founded by Gauss, Riemann, Ricci, and Levi-Civita.

Vector and tensor calculus in general curvilinear coordinates is used in tensor analysis on four-dimensional curvilinear manifolds in general relativity,[10] in the mechanics of curved shells,[8] in examining the invariance properties of Maxwell's equations which has been of interest in metamaterials[11][12] and in many other fields.

Some useful relations in the calculus of vectors and second-order tensors in curvilinear coordinates are given in this section. The notation and contents are primarily from Ogden,[4] Simmonds,[6] Green and Zerna,[3] Basar and Weichert,[7] and Ciarlet.[8]

Basic definitions

Let the position of a point in space be characterized by three coordinate variables 123).

The coordinate curve ξ1 represents a curve on which ξ23 are constant. Let \mathbf{x} be the position vector of the point relative to some origin. Then, assuming that such a mapping and its inverse exist and are continuous, we can write [4](p55)


   \mathbf{x} = \boldsymbol{\varphi}(\xi^1, \xi^2, \xi^3) ~;~~ \xi^i = \psi^i(\mathbf{x}) = [\boldsymbol{\varphi}^{-1}(\mathbf{x})]^i

The fields \psi^i(\mathbf{x}) are called the curvilinear coordinate functions of the curvilinear coordinate system \boldsymbol{\psi}(\mathbf{x}) = \boldsymbol{\varphi}^{-1}(\mathbf{x}).

The ξi coordinate curves are defined by the one-parameter family of functions given by


   \mathbf{x}_i(\alpha) = \boldsymbol{\varphi}(\alpha, \xi^j, \xi^k) ~,~~ i\ne j \ne k

with ξjk fixed.

Tangent vector to coordinate curves

The tangent vector to the curve \mathbf{x}_i at the point \mathbf{x}_i(\alpha) (or to the coordinate curve ξi at the point \mathbf{x}) is


   \cfrac{\rm{d}\mathbf{x}_i}{\rm{d}\alpha} \equiv \cfrac{\partial\mathbf{x}}{\partial \xi^i}

Gradient of a scalar field

Let f(\mathbf{x}) be a scalar field in space. Then


   f(\mathbf{x}) = f[\boldsymbol{\varphi}(\xi^1,\xi^2,\xi^3)] = f_\varphi(\xi^1,\xi^2,\xi^3)

The gradient of the field f is defined by


   [\boldsymbol{\nabla}f(\mathbf{x})]\cdot\mathbf{c} = \cfrac{\rm{d}}{\rm{d}\alpha} f(\mathbf{x}+\alpha\mathbf{c})\biggr|_{\alpha=0}

where \mathbf{c} is an arbitrary constant vector. If we define the components ci of vector \mathbf{c} such that


   \xi^i + \alpha~c^i = \psi^i(\mathbf{x} + \alpha~\mathbf{c})

then


   [\boldsymbol{\nabla}f(\mathbf{x})]\cdot\mathbf{c} = \cfrac{\rm{d}}{\rm{d}\alpha} f_\varphi(\xi^1 + \alpha~c^1, \xi^2 + \alpha~c^2, \xi^3 + \alpha~c^3)\biggr|_{\alpha=0} = \cfrac{\partial f_\varphi}{\partial \xi^i}~c^i = \cfrac{\partial f}{\partial \xi^i}~c^i

If we set f(\mathbf{x}) = \psi^i(\mathbf{x}), then since \xi^i = \psi^i(\mathbf{x}), we have


   [\boldsymbol{\nabla}\psi^i(\mathbf{x})]\cdot\mathbf{c} = \cfrac{\partial \psi^i}{\partial \xi^j}~c^j = c^i

which provides a means of extracting the contravariant component of a vector \mathbf{c}.

If \mathbf{g}_i is the covariant (or natural) basis at a point, and if \mathbf{g}^i is the contravariant (or reciprocal) basis at that point, then


   [\boldsymbol{\nabla}f(\mathbf{x})]\cdot\mathbf{c} = \cfrac{\partial f}{\partial \xi^i}~c^i = \left(\cfrac{\partial f}{\partial \xi^i}~\mathbf{g}^i\right)
   \left(c^i~\mathbf{g}_i\right) \quad \implies \quad \boldsymbol{\nabla}f(\mathbf{x}) = \cfrac{\partial f}{\partial \xi^i}~\mathbf{g}^i

A brief rationale for this choice of basis is given in the next section.

Gradient of a vector field

A similar process can be used to arrive at the gradient of a vector field \mathbf{f}(\mathbf{x}). The gradient is given by


   [\boldsymbol{\nabla}\mathbf{f}(\mathbf{x})]\cdot\mathbf{c} = \cfrac{\partial \mathbf{f}}{\partial \xi^i}~c^i

If we consider the gradient of the position vector field \mathbf{r}(\mathbf{x}) = \mathbf{x}, then we can show that


   \mathbf{c} = \cfrac{\partial\mathbf{x}}{\partial \xi^i}~c^i = \mathbf{g}_i(\mathbf{x})~c^i ~;~~ \mathbf{g}_i(\mathbf{x}) := \cfrac{\partial\mathbf{x}}{\partial \xi^i}

The vector field \mathbf{g}_i is tangent to the ξi coordinate curve and forms a natural basis at each point on the curve. This basis, as discussed at the beginning of this article, is also called the covariant curvilinear basis. We can also define a reciprocal basis, or contravariant curvilinear basis, \mathbf{g}^i. All the algebraic relations between the basis vectors, as discussed in the section on tensor algebra, apply for the natural basis and its reciprocal at each point \mathbf{x}.

Since \mathbf{c} is arbitrary, we can write


  \boldsymbol{\nabla}\mathbf{f}(\mathbf{x}) = \cfrac{\partial \mathbf{f}}{\partial \xi^i}\otimes\mathbf{g}^i

Note that the contravariant basis vector \mathbf{g}^i is perpendicular to the surface of constant ψi and is given by


   \mathbf{g}^i = \boldsymbol{\nabla}\psi^i

Christoffel symbols of the first kind

The Christoffel symbols of the first kind are defined as


   \mathbf{g}_{i,j} = \frac{\partial \mathbf{g}_i}{\partial \xi^j} := \Gamma_{ijk}~\mathbf{g}^k \quad \implies \quad
   \mathbf{g}_{i,j} \cdot \mathbf{g}_l = \Gamma_{ijl}

To express Γijk in terms of gij we note that


   \begin{align}
     g_{ij,k} & = (\mathbf{g}_i\cdot\mathbf{g}_j)_{,k} = \mathbf{g}_{i,k}\cdot\mathbf{g}_j + \mathbf{g}_i\cdot\mathbf{g}_{j,k} 
        = \Gamma_{ikj} + \Gamma_{jki}\\
     g_{ik,j} & = (\mathbf{g}_i\cdot\mathbf{g}_k)_{,j} = \mathbf{g}_{i,j}\cdot\mathbf{g}_k + \mathbf{g}_i\cdot\mathbf{g}_{k,j} 
        = \Gamma_{ijk} + \Gamma_{kji}\\
     g_{jk,i} & = (\mathbf{g}_j\cdot\mathbf{g}_k)_{,i} = \mathbf{g}_{j,i}\cdot\mathbf{g}_k + \mathbf{g}_j\cdot\mathbf{g}_{k,i}
        = \Gamma_{jik} + \Gamma_{kij} 
   \end{align}

Since \mathbf{g}_{i,j} = \mathbf{g}_{j,i} we have Γijk = Γjik. Using these to rearrange the above relations gives


   \Gamma_{ijk} = \frac{1}{2}(g_{ik,j} + g_{jk,i} - g_{ij,k})
      = \frac{1}{2}[(\mathbf{g}_i\cdot\mathbf{g}_k)_{,j} + (\mathbf{g}_j\cdot\mathbf{g}_k)_{,i} - (\mathbf{g}_i\cdot\mathbf{g}_j)_{,k}]

Christoffel symbols of the second kind

The Christoffel symbols of the second kind are defined as


   \Gamma_{ij}^k = \Gamma_{ji}^k \qquad \qquad \mbox{such that} \qquad \cfrac{\partial \mathbf{g}_i}{\partial \xi^j} = \Gamma_{ij}^k~\mathbf{g}_k

This implies that


   \Gamma_{ij}^k = \cfrac{\partial \mathbf{g}_i}{\partial \xi^j}\cdot\mathbf{g}^k = -\mathbf{g}_i\cdot\cfrac{\partial \mathbf{g}^k}{\partial \xi^j}

Other relations that follow are


     \cfrac{\partial \mathbf{g}^i}{\partial \xi^j} = -\Gamma^i_{jk}~\mathbf{g}^k ~;~~
     \boldsymbol{\nabla}\mathbf{g}_i = \Gamma_{ij}^k~\mathbf{g}_k\otimes\mathbf{g}^j ~;~~
     \boldsymbol{\nabla}\mathbf{g}^i = -\Gamma_{jk}^i~\mathbf{g}^k\otimes\mathbf{g}^j

Another particularly useful relation, which shows that the Christoffel symbol depends only on the metric tensor and its derivatives, is


   \Gamma^k_{ij} = \frac{g^{km}}{2}\left(\frac{\partial g_{mi}}{\partial \xi^j} + \frac{\partial g_{mj}}{\partial \xi^i} - \frac{\partial g_{ij}}{\partial \xi^m} \right)

Explicit expression for the gradient of a vector field

The following expressions for the gradient of a vector field in curvilinear coordinates are quite useful.


   \begin{align}
   \boldsymbol{\nabla}\mathbf{v} & = \left[\cfrac{\partial v^i}{\partial \xi^k} + \Gamma^i_{lk}~v^l\right]~\mathbf{g}_i\otimes\mathbf{g}^k \\
    & = \left[\cfrac{\partial v_i}{\partial \xi^k} - \Gamma^l_{ki}~v_l\right]~\mathbf{g}^i\otimes\mathbf{g}^k
   \end{align}

Representing a physical vector field

The vector field \mathbf{v} can be represented as


   \mathbf{v} = v_i~\mathbf{g}^i = \hat{v}_i~\hat{\mathbf{g}}^i

where v_i\, are the covariant components of the field, \hat{v}_i are the physical components, and


   \hat{\mathbf{g}}^i = \cfrac{\mathbf{g}^i}{\sqrt{g^{ii}}} \qquad \mbox{no sum}

is the normalized contravariant basis vector.

Divergence of a vector field

The divergence of a vector field (\mathbf{v})is defined as


   \mbox{div}~\mathbf{v} = \boldsymbol{\nabla}\cdot\mathbf{v} = \text{tr}(\boldsymbol{\nabla}\mathbf{v})

In terms of components with respect to a curvilinear basis


   \boldsymbol{\nabla}\cdot\mathbf{v} = \cfrac{\partial v^i}{\partial \xi^i} + \Gamma^i_{\ell i}~v^\ell
    = \left[\cfrac{\partial v_i}{\partial \xi^j} - \Gamma^\ell_{ji}~v_\ell\right]~g^{ij}

Alternative expression for the divergence of a vector field

An alternative equation for the divergence of a vector field is frequently used. To derive this relation recall that


  \boldsymbol{\nabla} \cdot \mathbf{v} = \frac{\partial v^i}{\partial \xi^i} + \Gamma_{\ell i}^i~v^\ell

Now,


  \Gamma_{\ell i}^i = \Gamma_{i\ell}^i = \cfrac{g^{mi}}{2}\left[\frac{\partial g_{im}}{\partial \xi^\ell} + 
    \frac{\partial g_{\ell m}}{\partial \xi^i} - \frac{\partial g_{il}}{\partial \xi^m}\right]

Noting that, due to the symmetry of \boldsymbol{g},


  g^{mi}~\frac{\partial g_{\ell m}}{\partial \xi^i}  = g^{mi}~ \frac{\partial g_{i\ell}}{\partial \xi^m}

we have


  \boldsymbol{\nabla} \cdot \mathbf{v} = \frac{\partial v^i}{\partial \xi^i} +  \cfrac{g^{mi}}{2}~\frac{\partial g_{im}}{\partial \xi^\ell}~v^\ell

Recall that if [gij] is the matrix whose components are gij, then the inverse of the matrix is [gij] − 1 = [gij]. The inverse of the matrix is given by


   [g^{ij}] = [g_{ij}]^{-1} = \cfrac{A^{ij}}{g} ~;~~ g := \det([g_{ij}]) = \det\boldsymbol{g}

where Aij are the cofactor matrices of the components gij. From matrix algebra we have


  g = \det([g_{ij}]) = \sum_i g_{ij}~A^{ij} \quad \implies \quad 
  \frac{\partial g}{\partial g_{ij}} = A^{ij}

Hence,


   [g^{ij}] = \cfrac{1}{g}~\frac{\partial g}{\partial g_{ij}}

Plugging this relation into the expression for the divergence gives


  \boldsymbol{\nabla} \cdot \mathbf{v} = \frac{\partial v^i}{\partial \xi^i} +  \cfrac{1}{2g}~\frac{\partial g}{\partial g_{mi}}~\frac{\partial g_{im}}{\partial \xi^\ell}~v^\ell = \frac{\partial v^i}{\partial \xi^i} +  \cfrac{1}{2g}~\frac{\partial g}{\partial \xi^\ell}~v^\ell

A little manipulation leads to the more compact form


  \boldsymbol{\nabla} \cdot \mathbf{v} = \cfrac{1}{\sqrt{g}}~\frac{\partial }{\partial \xi^i}(v^i~\sqrt{g})

Laplacian of a scalar field

The Laplacian of a scalar field \varphi(\mathbf{x}) is defined as


  \nabla^2 \varphi := \boldsymbol{\nabla} \cdot (\boldsymbol{\nabla} \varphi)

Using the alternative expression for the divergence of a vector field gives us


  \nabla^2 \varphi =  \cfrac{1}{\sqrt{g}}~\frac{\partial }{\partial \xi^i}([\boldsymbol{\nabla} \varphi]^i~\sqrt{g})

Now


  \boldsymbol{\nabla} \varphi = \frac{\partial \varphi}{\partial \xi^l}~\mathbf{g}^l = g^{li}~\frac{\partial \varphi}{\partial \xi^l}~\mathbf{g}_i
  \quad \implies \quad
  [\boldsymbol{\nabla} \varphi]^i = g^{li}~\frac{\partial \varphi}{\partial \xi^l}

Therefore,


  \nabla^2 \varphi =  \cfrac{1}{\sqrt{g}}~\frac{\partial }{\partial \xi^i}\left(g^{li}~\frac{\partial \varphi}{\partial \xi^l}
~\sqrt{g}\right)

Curl of a vector field

The curl of a vector field \mathbf{v} in covariant curvilinear coordinates can be written as


   \boldsymbol{\nabla}\times\mathbf{v} = \mathcal{E}^{rst} v_{s|r}~ \mathbf{g}_t

where


   v_{s|r} = v_{s,r} - \Gamma^i_{sr}~v_i

Gradient of a second-order tensor field

The gradient of a second order tensor field can similarly be expressed as


   \boldsymbol{\nabla}\boldsymbol{S} = \cfrac{\partial \boldsymbol{S}}{\partial \xi^i}\otimes\mathbf{g}^i

Explicit expressions for the gradient

If we consider the expression for the tensor in terms of a contravariant basis, then


   \boldsymbol{\nabla}\boldsymbol{S} = \cfrac{\partial}{\partial \xi^k}[S_{ij}~\mathbf{g}^i\otimes\mathbf{g}^j]\otimes\mathbf{g}^k
   = \left[\cfrac{\partial S_{ij}}{\partial \xi^k} - \Gamma^l_{ki}~S_{lj} - \Gamma^l_{kj}~S_{il}\right]~\mathbf{g}^i\otimes\mathbf{g}^j\otimes\mathbf{g}^k

We may also write


  \begin{align}
   \boldsymbol{\nabla}\boldsymbol{S} & = \left[\cfrac{\partial S^{ij}}{\partial \xi^k} + \Gamma^i_{kl}~S^{lj} + \Gamma^j_{kl}~S^{il}\right]~\mathbf{g}_i\otimes\mathbf{g}_j\otimes\mathbf{g}^k \\
   & = \left[\cfrac{\partial S^i_{~j}}{\partial \xi^k} + \Gamma^i_{kl}~S^l_{~j} - \Gamma^l_{kj}~S^i_{~l}\right]~\mathbf{g}_i\otimes\mathbf{g}^j\otimes\mathbf{g}^k \\
   & = \left[\cfrac{\partial S_i^{~j}}{\partial \xi^k} - \Gamma^l_{ik}~S_l^{~j} + \Gamma^j_{kl}~S_i^{~l}\right]~\mathbf{g}^i\otimes\mathbf{g}_j\otimes\mathbf{g}^k
  \end{align}

Representing a physical second-order tensor field

The physical components of a second-order tensor field can be obtained by using a normalized contravariant basis, i.e.,


   \boldsymbol{S} = S_{ij}~\mathbf{g}^i\otimes\mathbf{g}^j = \hat{S}_{ij}~\hat{\mathbf{g}}^i\otimes\hat{\mathbf{g}}^j

where the hatted basis vectors have been normalized. This implies that


   \hat{S}_{ij} = S_{ij}~\sqrt{g^{ii}~g^{jj}} \qquad \mbox{no sum}

Divergence of a second-order tensor field

The divergence of a second-order tensor field is defined using


   (\boldsymbol{\nabla}\cdot\boldsymbol{S})\cdot\mathbf{a} = \boldsymbol{\nabla}\cdot(\boldsymbol{S}\cdot\mathbf{a})

where \mathbf{a} is an arbitrary constant vector. [13] In curvilinear coordinates,


  \begin{align}
   \boldsymbol{\nabla}\cdot\boldsymbol{S} & = \left[\cfrac{\partial S_{ij}}{\partial \xi^k} - \Gamma^l_{ki}~S_{lj} - \Gamma^l_{kj}~S_{il}\right]~g^{ik}~\mathbf{g}^j \\
   & = \left[\cfrac{\partial S^{ij}}{\partial \xi^i} + \Gamma^i_{il}~S^{lj} + \Gamma^j_{il}~S^{il}\right]~\mathbf{g}_j \\
   & = \left[\cfrac{\partial S^i_{~j}}{\partial \xi^i} + \Gamma^i_{il}~S^l_{~j} - \Gamma^l_{ij}~S^i_{~l}\right]~\mathbf{g}^j \\
   & = \left[\cfrac{\partial S_i^{~j}}{\partial \xi^k} - \Gamma^l_{ik}~S_l^{~j} + \Gamma^j_{kl}~S_i^{~l}\right]~g^{ik}~\mathbf{g}_j
  \end{align}

Orthogonal curvilinear coordinates

Assume, for the purposes of this section, that the curvilinear coordinate system is orthogonal, i.e.,

 \mathbf{g}_i\cdot\mathbf{g}_j = 
   \begin{cases} g_{ii} & \mbox{if}~ i = j \\
                0 & \mbox{if}~ i \ne j,
   \end{cases}

or equivalently,

 \mathbf{g}^i\cdot\mathbf{g}^j = 
   \begin{cases} g^{ii} & \mbox{if}~ i = j \\
                0 & \mbox{if}~ i \ne j,
   \end{cases}

where g^{ii} = g_{ii}^{-1}. As before, \mathbf{g}_i, \mathbf{g}_j are covariant basis vectors and \mathbf{g}^i, \mathbf{g}^j are contravariant basis vectors. Also, let (\mathbf{e}_1, \mathbf{e}_2, \mathbf{e}_3) be a background, fixed, Cartesian basis. A list of orthogonal curvilinear coordinates is given below.

Metric tensor in orthogonal curvilinear coordinates

Let \mathbf{r}(\mathbf{x}) be the position vector of the point \mathbf{x} with respect to the origin of the coordinate system. The notation can be simplified by noting that \mathbf{x} = \mathbf{r}(\mathbf{x}). At each point we can construct a small line element \rm{d}\mathbf{x}. The square of the length of the line element is the scalar product \rm{d}\mathbf{x} \cdot \rm{d}\mathbf{x} and is called the metric of the space. Recall that the space of interest is assumed to be Euclidean when we talk of curvilinear coordinates. Let us express the position vector in terms of the background, fixed, Cartesian basis, i.e.,


   \mathbf{x} = \sum_{i=1}^3 x_i~\mathbf{e}_i

Using the chain rule, we can then express \rm{d}\mathbf{x}in terms of three-dimensional orthogonal curvilinear coordinates 123) as


   \mbox{d}\mathbf{x} = \sum_{i=1}^3 \sum_{j=1}^3 \left(\cfrac{\partial x_i}{\partial\xi^j}~\mathbf{e}_i\right)\mbox{d}\xi^j

Therefore the metric is given by

 
  \mbox{d}\mathbf{x}\cdot\mbox{d}\mathbf{x} = \sum_{i=1}^3 \sum_{j=1}^3 \sum_{k=1}^3 \cfrac{\partial x_i}{\partial\xi^j}~\cfrac{\partial x_i}{\partial\xi^k}~\mbox{d}\xi^j~\mbox{d}\xi^k

The symmetric quantity


  g_{ij}(\xi^i,\xi^j) = \sum_{k=1}^3 \cfrac{\partial x_k}{\partial\xi^i}~\cfrac{\partial x_k}{\partial\xi^j} = \mathbf{g}_i\cdot\mathbf{g}_j

is called the fundamental (or metric) tensor of the Euclidean space in curvilinear coordinates.

Note also that


   g_{ij} = \cfrac{\partial\mathbf{x}}{\partial\xi^i}\cdot\cfrac{\partial\mathbf{x}}{\partial\xi^j}
          = \left(\sum_{k} h_{ki}~\mathbf{e}_k\right)\cdot\left(\sum_{m} h_{mj}~\mathbf{e}_m\right)
          = \sum_{k} h_{ki}~h_{kj}

where h_{ij}\, are the Lamé coefficients.

If we define the scale factors, h_i\,, using


   \mathbf{g}_i\cdot\mathbf{g}_i = g_{ii} = \sum_{k} h_{ki}^2 =: h_i^2
   \quad \implies \quad \left|\cfrac{\partial\mathbf{x}}{\partial\xi^i}\right| = \left|\mathbf{g}_i\right| = \sqrt{g_{ii}} = h_i

we get a relation between the fundamental tensor and the Lamé coefficients.

Example: Polar coordinates

If we consider polar coordinates for R2, note that

 (x, y)=(r \cos \theta, r \sin \theta) \,\!

(r, θ) are the curvilinear coordinates, and the Jacobian determinant of the transformation (r,θ) → (r cos θ, r sin θ) is r.

The orthogonal basis vectors are gr = (cos θ, sin θ), gθ = (−r sin θ, r cos θ). The normalized basis vectors are er = (cos θ, sin θ), eθ = (−sin θ, cos θ) and the scale factors are hr = 1 and hθ= r. The fundamental tensor is g11 =1, g22 =r2, g12 = g21 =0.

Line and surface integrals

If we wish to use curvilinear coordinates for vector calculus calculations, adjustments need to be made in the calculation of line, surface and volume integrals. For simplicity, we again restrict the discussion to three dimensions and orthogonal curvilinear coordinates. However, the same arguments apply for n-dimensional problems though there are some additional terms in the expressions when the coordinate system is not orthogonal.

Line integrals

Normally in the calculation of line integrals we are interested in calculating

 \int_C f \,ds = \int_a^b f(\mathbf{x}(t))\left|{\partial \mathbf{x} \over \partial t}\right|\; dt

where x(t) parametrizes C in Cartesian coordinates. In curvilinear coordinates, the term

 \left|{\partial \mathbf{x} \over \partial t}\right| = \left| \sum_{i=1}^3 {\partial \mathbf{x} \over \partial \xi^i}{\partial \xi^i \over \partial t}\right|

by the chain rule. And from the definition of the Lamé coefficients,

 {\partial \mathbf{x} \over \partial \xi^i} = \sum_{k} h_{ki}~ \mathbf{e}_{k}

and thus

 
\left|{\partial \mathbf{x} \over \partial t}\right| = \left| \sum_k\left(\sum_i h_{ki}~\cfrac{\partial \xi^i}{\partial t}\right)\mathbf{e}_k\right| = \sqrt{\sum_i\sum_j\sum_k h_{ki}~h_{kj}\cfrac{\partial \xi^i}{\partial t}\cfrac{\partial \xi^j}{\partial t}} = \sqrt{\sum_i\sum_j g_{ij}~\cfrac{\partial \xi^i}{\partial t}\cfrac{\partial \xi^j}{\partial t}}

Now, since g_{ij} = 0\, when  i \ne j , we have

 
\left|{\partial \mathbf{x} \over \partial t}\right| =  \sqrt{\sum_i g_{ii}~\left(\cfrac{\partial \xi^i}{\partial t}\right)^2} = \sqrt{\sum_i h_{i}^2~\left(\cfrac{\partial \xi^i}{\partial t}\right)^2}

and we can proceed normally.

Surface integrals

Likewise, if we are interested in a surface integral, the relevant calculation, with the parameterization of the surface in Cartesian coordinates is:

\int_S f \,dS = \iint_T f(\mathbf{x}(s, t)) \left|{\partial \mathbf{x} \over \partial s}\times {\partial \mathbf{x} \over \partial t}\right| ds dt

Again, in curvilinear coordinates, we have


\left|{\partial \mathbf{x} \over \partial s}\times {\partial \mathbf{x} \over \partial t}\right| = \left|\left(\sum_i {\partial \mathbf{x} \over \partial \xi^i}{\partial \xi^i \over \partial s}\right) \times \left(\sum_j {\partial \mathbf{x} \over \partial \xi^j}{\partial \xi^j \over \partial t}\right)\right|

and we make use of the definition of curvilinear coordinates again to yield


{\partial \mathbf{x} \over \partial \xi^i}{\partial \xi^i \over \partial s} = \sum_k \left(\sum_{i=1}^3 h_{ki}~{\partial \xi^i \over \partial s}\right) \mathbf{e}_{k} ~;~~ 
{\partial \mathbf{x} \over \partial \xi^j}{\partial \xi^j \over \partial t} = \sum_m \left(\sum_{j=1}^3 h_{mj}~{\partial \xi^j \over \partial t}\right) \mathbf{e}_{m}

Therefore,


  \begin{align}
\left|{\partial \mathbf{x} \over \partial s}\times {\partial \mathbf{x} \over \partial t}\right|
  & = \left|
     \sum_k \sum_m \left(\sum_{i=1}^3 h_{ki}~{\partial \xi^i \over \partial s}\right)\left(\sum_{j=1}^3 h_{mj}~{\partial \xi^j \over \partial t}\right) \mathbf{e}_{k}\times\mathbf{e}_{m}
    \right| \\
  & = \left|\sum_p \sum_k \sum_m \mathcal{E}_{kmp}\left(\sum_{i=1}^3 h_{ki}~{\partial \xi^i \over \partial s}\right)\left(\sum_{j=1}^3 h_{mj}~{\partial \xi^j \over \partial t}\right) \mathbf{e}_p \right|
  \end{align}

where \mathcal{E} is the permutation symbol.

In determinant form, the cross product in terms of curvilinear coordinates will be:

\begin{vmatrix} 
\mathbf{e}_{1}                    & \mathbf{e}_{2}                    & \mathbf{e}_{3} \\
 && \\
\sum_i h_{1i} {\partial \xi^i \over \partial s} & \sum_i h_{2i} {\partial \xi^i \over \partial s} & \sum_i h_{3i} {\partial \xi^i \over \partial s} \\
&& \\
\sum_j h_{1j} {\partial \xi^j \over \partial t} & \sum_j h_{2j} {\partial \xi^j \over \partial t} & \sum_j h_{3j} {\partial \xi^j \over \partial t} \end{vmatrix}

Grad, curl, div, Laplacian

In orthogonal curvilinear coordinates of 3 dimensions, where


        \mathbf{g}^i = \sum_k g^{ik}~\mathbf{g}_k ~;~~ g^{ii} = \cfrac{1}{g_{ii}} = \cfrac{1}{h_i^2}

one can express the gradient of a scalar or vector field as


   \nabla\varphi = \sum_{i} {\partial\varphi \over \partial \xi^i}~ \mathbf{g}^i = \sum_{i} \sum_j {\partial\varphi \over \partial \xi^i}~ g^{ij}~\mathbf{g}_j = \sum_i \cfrac{1}{h_i^2}~{\partial f \over \partial \xi^i}~\mathbf{g}_i ~;~~
   \nabla\mathbf{v} = \sum_i \cfrac{1}{h_i^2}~{\partial \mathbf{v} \over \partial \xi^i}\otimes\mathbf{g}_i

For an orthogonal basis


   g = g_{11}~g_{22}~g_{33} = h_1^2~h_2^2~h_3^2 \quad \implies \quad \sqrt{g} = h_1~h_2~h_3

The divergence of a vector field can then be written as


  \boldsymbol{\nabla} \cdot \mathbf{v} = \cfrac{1}{h_1~h_2~h_3}~\frac{\partial }{\partial \xi^i}(h_1~h_2~h_3~v^i)

Also,


  v^i = g^{ik}~v_k \quad \implies v^1 = g^{11}~v_1 = \cfrac{v_1}{h_1^2} ~;~~ v^2 = g^{22}~v_2  = \cfrac{v_2}{h_2^2}~;~~ v^3 = g^{33}~v_3 = \cfrac{v_3}{h_3^2}

Therefore,


  \boldsymbol{\nabla} \cdot \mathbf{v} = \cfrac{1}{h_1~h_2~h_3}~\sum_i \frac{\partial }{\partial \xi^i}\left(\cfrac{h_1~h_2~h_3}{h_i^2}~v^i\right)

We can get an expression for the Laplacian in a similar manner by noting that


  g^{li}~\frac{\partial \varphi}{\partial \xi^l} = 
   \left\{ g^{11}~\frac{\partial \varphi}{\partial \xi^1}, g^{22}~\frac{\partial \varphi}{\partial \xi^2}, 
    g^{33}~\frac{\partial \varphi}{\partial \xi^3} \right\} = 
   \left\{ \cfrac{1}{h_1^2}~\frac{\partial \varphi}{\partial \xi^1}, \cfrac{1}{h_2^2}~\frac{\partial \varphi}{\partial \xi^2}, 
    \cfrac{1}{h_3^2}~\frac{\partial \varphi}{\partial \xi^3} \right\}

Then we have


  \nabla^2 \varphi =  \cfrac{1}{h_1~h_2~h_3}~\sum_i\frac{\partial }{\partial \xi^i}\left(\cfrac{h_1~h_2~h_3}{h_i^2}~\frac{\partial \varphi}{\partial \xi^i}\right)

The expressions for the gradient, divergence, and Laplacian can be directly extended to n-dimensions.

The curl of a vector field is given by

 
     \nabla\times\mathbf{v} = \frac{1}{\Omega} \sum_{i=1}^n  \mathbf{e}_i
\sum_{jk} \epsilon_{ijk} h_i \frac{\partial (h_k v_k)}{\partial\xi^j}
\qquad (\hbox{only for } n=3)

where Ω is the product of all hi and εijk is the Levi-Civita symbol.

Example: Cylindrical polar coordinates

For cylindrical coordinates we have


   (x_1, x_2, x_3) = \mathbf{x} = \boldsymbol{\varphi}(\xi^1, \xi^2, \xi^3) = \boldsymbol{\varphi}(r, \theta, z)
     = \{r\cos\theta, r\sin\theta, z\}

and


   \{\psi^1(\mathbf{x}), \psi^2(\mathbf{x}), \psi^3(\mathbf{x})\} = (\xi^1, \xi^2, \xi^3) \equiv (r, \theta, z) 
   = \{ \sqrt{x_1^2+x_2^2}, \tan^{-1}(x_2/x_1), x_3\}

where


0 < r < \infty ~, ~~ 0 < \theta < 2\pi ~,~~ -\infty < z < \infty

Then the covariant and contravariant basis vectors are


  \begin{align}
  \mathbf{g}_1 & = \mathbf{e}_r = \mathbf{g}^1 \\
  \mathbf{g}_2 & = r~\mathbf{e}_\theta = r^2~\mathbf{g}^2 \\
  \mathbf{g}_3 & = \mathbf{e}_z = \mathbf{g}^3
  \end{align}

where \mathbf{e}_r, \mathbf{e}_\theta, \mathbf{e}_z are the unit vectors in the r,θ,z directions.

Note that the components of the metric tensor are such that


    g^{ij} = g_{ij} = 0 (i \ne j) ~;~~ \sqrt{g^{11}} = 1,~\sqrt{g^{22}} = \cfrac{1}{r},~\sqrt{g^{33}}=1

which shows that the basis is orthogonal.

The non-zero components of the Christoffel symbol of the second kind are


   \Gamma_{12}^2 = \Gamma_{21}^2 = \cfrac{1}{r} ~;~~ \Gamma_{22}^1 = -r

Representing a physical vector field

The normalized contravariant basis vectors in cylindrical polar coordinates are


   \hat{\mathbf{g}}^1 = \mathbf{e}_r ~;~~\hat{\mathbf{g}}^2 = \mathbf{e}_\theta ~;~~\hat{\mathbf{g}}^3 = \mathbf{e}_z

and the physical components of a vector \mathbf{v} are


   (\hat{v}_1, \hat{v}_2, \hat{v}_3) = (v_1, v_2/r, v_3) =: (v_r, v_\theta, v_z)

Gradient of a scalar field

The gradient of a scalar field, f(\mathbf{x}), in cylindrical coordinates can now be computed from the general expression in curvilinear coordinates and has the form


   \boldsymbol{\nabla}f = \cfrac{\partial f}{\partial r}~\mathbf{e}_r + \cfrac{1}{r}~\cfrac{\partial f}{\partial \theta}~\mathbf{e}_\theta +  \cfrac{\partial f}{\partial z}~\mathbf{e}_z

Gradient of a vector field

Similarly, the gradient of a vector field, \mathbf{v}(\mathbf{x}), in cylindrical coordinates can be shown to be


   \begin{align}
   \boldsymbol{\nabla}\mathbf{v} & = \cfrac{\partial v_r}{\partial r}~\mathbf{e}_r\otimes\mathbf{e}_r + 
     \cfrac{1}{r}\left(\cfrac{\partial v_r}{\partial \theta} - v_\theta\right)~\mathbf{e}_r\otimes\mathbf{e}_\theta + \cfrac{\partial v_r}{\partial z}~\mathbf{e}_r\otimes\mathbf{e}_z \\
 & + \cfrac{\partial v_\theta}{\partial r}~\mathbf{e}_\theta\otimes\mathbf{e}_r + 
     \cfrac{1}{r}\left(\cfrac{\partial v_\theta}{\partial \theta} + v_r \right)~\mathbf{e}_\theta\otimes\mathbf{e}_\theta + \cfrac{\partial v_\theta}{\partial z}~\mathbf{e}_\theta\otimes\mathbf{e}_z \\
 & + \cfrac{\partial v_z}{\partial r}~\mathbf{e}_z\otimes\mathbf{e}_r + 
     \cfrac{1}{r}\cfrac{\partial v_z}{\partial \theta}~\mathbf{e}_z\otimes\mathbf{e}_\theta + \cfrac{\partial v_z}{\partial z}~\mathbf{e}_z\otimes\mathbf{e}_z
   \end{align}

Divergence of a vector field

Using the equation for the divergence of a vector field in curvilinear coordinates, the divergence in cylindrical coordinates can be shown to be


   \begin{align}
   \boldsymbol{\nabla}\cdot\mathbf{v} & = \cfrac{\partial v_r}{\partial r} + 
     \cfrac{1}{r}\left(\cfrac{\partial v_\theta}{\partial \theta} + v_r \right)
 + \cfrac{\partial v_z}{\partial z}
   \end{align}

Laplacian of a scalar field

The Laplacian is more easily computed by noting that \boldsymbol{\nabla}^2 f = \boldsymbol{\nabla}\cdot\boldsymbol{\nabla}f. In cylindrical polar coordinates


  \mathbf{v} = \boldsymbol{\nabla}f = \left[v_r~~ v_\theta~~ v_z\right] = \left[\cfrac{\partial f}{\partial r}~~  \cfrac{1}{r}\cfrac{\partial f}{\partial \theta}~~ \cfrac{\partial f}{\partial z} \right]

Hence,


  \boldsymbol{\nabla}\cdot\mathbf{v} = \boldsymbol{\nabla}^2 f = \cfrac{\partial^2 f}{\partial r^2} + 
     \cfrac{1}{r}\left(\cfrac{1}{r}\cfrac{\partial^2f}{\partial \theta^2} + \cfrac{\partial f}{\partial r} \right)
 + \cfrac{\partial^2 f}{\partial z^2}
   = \cfrac{1}{r}\left[\cfrac{\partial}{\partial r}\left(r\cfrac{\partial f}{\partial r}\right)\right] + \cfrac{1}{r^2}\cfrac{\partial^2f}{\partial \theta^2} + \cfrac{\partial^2 f}{\partial z^2}

Representing a physical second-order tensor field

The physical components of a second-order tensor field are those obtained when the tensor is expressed in terms of a normalized contravariant basis. In cylindrical polar coordinates these components are


   \begin{align}
   \hat{S}_{11} & = S_{11} =: S_{rr} ~;~~\hat{S}_{12} = \cfrac{S_{12}}{r} =: S_{r\theta} ~;~~ \hat{S}_{13} & = S_{13} =: S_{rz} \\
    \hat{S}_{21} & = \cfrac{S_{11}}{r} =: S_{\theta r} ~;~~\hat{S}_{22} = \cfrac{S_{22}}{r^2} =: S_{\theta\theta} ~;~~ \hat{S}_{23} & = \cfrac{S_{23}}{r} =: S_{\theta z} \\
    \hat{S}_{31} & = S_{31} =: S_{zr} ~;~~\hat{S}_{32} = \cfrac{S_{32}}{r} =: S_{z\theta} ~;~~ \hat{S}_{33} & = S_{33} =: S_{zz}
   \end{align}

Gradient of a second-order tensor field

Using the above definitions we can show that the gradient of a second-order tensor field in cylindrical polar coordinates can be expressed as


\begin{align}
\boldsymbol{\nabla} \boldsymbol{S} & = \frac{\partial S_{rr}}{\partial r}~\mathbf{e}_r\otimes\mathbf{e}_r\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{rr}}{\partial \theta} - (S_{\theta r}+S_{r\theta})\right]~\mathbf{e}_r\otimes\mathbf{e}_r\otimes\mathbf{e}_\theta +
\frac{\partial S_{rr}}{\partial z}~\mathbf{e}_r\otimes\mathbf{e}_r\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{r\theta}}{\partial r}~\mathbf{e}_r\otimes\mathbf{e}_\theta\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{r\theta}}{\partial \theta} + (S_{rr}-S_{\theta\theta})\right]~\mathbf{e}_r\otimes\mathbf{e}_\theta\otimes\mathbf{e}_\theta +
\frac{\partial S_{r\theta}}{\partial z}~\mathbf{e}_r\otimes\mathbf{e}_\theta\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{rz}}{\partial r}~\mathbf{e}_r\otimes\mathbf{e}_z\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{rz}}{\partial \theta} -S_{\theta z}\right]~\mathbf{e}_r\otimes\mathbf{e}_z\otimes\mathbf{e}_\theta +
\frac{\partial S_{rz}}{\partial z}~\mathbf{e}_r\otimes\mathbf{e}_z\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{\theta r}}{\partial r}~\mathbf{e}_\theta\otimes\mathbf{e}_r\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{\theta r}}{\partial \theta} + (S_{rr}-S_{\theta\theta})\right]~\mathbf{e}_\theta\otimes\mathbf{e}_r\otimes\mathbf{e}_\theta +
\frac{\partial S_{\theta r}}{\partial z}~\mathbf{e}_\theta\otimes\mathbf{e}_r\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{\theta\theta}}{\partial r}~\mathbf{e}_\theta\otimes\mathbf{e}_\theta\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{\theta\theta}}{\partial \theta} + (S_{r\theta}+S_{\theta r})\right]~\mathbf{e}_\theta\otimes\mathbf{e}_\theta\otimes\mathbf{e}_\theta +
\frac{\partial S_{\theta\theta}}{\partial z}~\mathbf{e}_\theta\otimes\mathbf{e}_\theta\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{\theta z}}{\partial r}~\mathbf{e}_\theta\otimes\mathbf{e}_z\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{\theta z}}{\partial \theta} + S_{rz}\right]~\mathbf{e}_\theta\otimes\mathbf{e}_z\otimes\mathbf{e}_\theta +
\frac{\partial S_{\theta z}}{\partial z}~\mathbf{e}_\theta\otimes\mathbf{e}_z\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{zr}}{\partial r}~\mathbf{e}_z\otimes\mathbf{e}_r\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{zr}}{\partial \theta} - S_{z\theta}\right]~\mathbf{e}_z\otimes\mathbf{e}_r\otimes\mathbf{e}_\theta +
\frac{\partial S_{zr}}{\partial z}~\mathbf{e}_z\otimes\mathbf{e}_r\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{z\theta}}{\partial r}~\mathbf{e}_z\otimes\mathbf{e}_\theta\otimes\mathbf{e}_r +
\cfrac{1}{r}\left[\frac{\partial S_{z\theta}}{\partial \theta} + S_{zr}\right]~\mathbf{e}_z\otimes\mathbf{e}_\theta\otimes\mathbf{e}_\theta +
\frac{\partial S_{z\theta}}{\partial z}~\mathbf{e}_z\otimes\mathbf{e}_\theta\otimes\mathbf{e}_z \\
 & + \frac{\partial S_{zz}}{\partial r}~\mathbf{e}_z\otimes\mathbf{e}_z\otimes\mathbf{e}_r +
\cfrac{1}{r}~\frac{\partial S_{zz}}{\partial \theta}~\mathbf{e}_z\otimes\mathbf{e}_z\otimes\mathbf{e}_\theta +
\frac{\partial S_{zz}}{\partial z}~\mathbf{e}_z\otimes\mathbf{e}_z\otimes\mathbf{e}_z
\end{align}

Divergence of a second-order tensor field

The divergence of a second-order tensor field in cylindrical polar coordinates can be obtained from the expression for the gradient by collecting terms where the scalar product of the two outer vectors in the dyadic products is nonzero. Therefore,


\begin{align}
\boldsymbol{\nabla}\cdot \boldsymbol{S} & = \frac{\partial S_{rr}}{\partial r}~\mathbf{e}_r 
   + \frac{\partial S_{r\theta}}{\partial r}~\mathbf{e}_\theta
   + \frac{\partial S_{rz}}{\partial r}~\mathbf{e}_z  \\
 &  +
\cfrac{1}{r}\left[\frac{\partial S_{\theta r}}{\partial \theta} + (S_{rr}-S_{\theta\theta})\right]~\mathbf{e}_r  +
\cfrac{1}{r}\left[\frac{\partial S_{\theta\theta}}{\partial \theta} + (S_{r\theta}+S_{\theta r})\right]~\mathbf{e}_\theta   +\cfrac{1}{r}\left[\frac{\partial S_{\theta z}}{\partial \theta} + S_{rz}\right]~\mathbf{e}_z  \\
 &  +
\frac{\partial S_{zr}}{\partial z}~\mathbf{e}_r +
\frac{\partial S_{z\theta}}{\partial z}~\mathbf{e}_\theta +
\frac{\partial S_{zz}}{\partial z}~\mathbf{e}_z
\end{align}

Fictitious forces in general curvilinear coordinates

An inertial coordinate system is defined as a system of space and time coordinates x1x2x3t in terms of which the equations of motion of a particle free of external forces are simply d2xj/dt2 = 0.[14] In this context, a coordinate system can fail to be “inertial” either due to non-straight time axis or non-straight space axes (or both). In other words, the basis vectors of the coordinates may vary in time at fixed positions, or they may vary with position at fixed times, or both. When equations of motion are expressed in terms of any non-inertial coordinate system (in this sense), extra terms appear, called Christoffel symbols. Strictly speaking, these terms represent components of the absolute acceleration (in classical mechanics), but we may also choose to continue to regard d2xj/dt2 as the acceleration (as if the coordinates were inertial) and treat the extra terms as if they were forces, in which case they are called fictitious forces.[15] The component of any such fictitious force normal to the path of the particle and in the plane of the path’s curvature is then called centrifugal force.[16]

This more general context makes clear the correspondence between the concepts of centrifugal force in rotating coordinate systems and in stationary curvilinear coordinate systems. (Both of these concepts appear frequently in the literature.[17][18][19]) For a simple example, consider a particle of mass m moving in a circle of radius r with angular speed w relative to a system of polar coordinates rotating with angular speed W. The radial equation of motion is mr” = Fr + mr(w+W)2. Thus the centrifugal force is mr times the square of the absolute rotational speed A = w + W of the particle. If we choose a coordinate system rotating at the speed of the particle, then W = A and w = 0, in which case the centrifugal force is mrA2, whereas if we choose a stationary coordinate system we have W = 0 and w = A, in which case the centrifugal force is again mrA2. The reason for this equality of results is that in both cases the basis vectors at the particle’s location are changing in time in exactly the same way. Hence these are really just two different ways of describing exactly the same thing, one description being in terms of rotating coordinates and the other being in terms of stationary curvilinear coordinates, both of which are non-inertial according to the more abstract meaning of that term.

When describing general motion, the actual forces acting on a particle are often referred to the instantaneous osculating circle tangent to the path of motion, and this circle in the general case is not centered at a fixed location, and so the decomposition into centrifugal and Coriolis components is constantly changing. This is true regardless of whether the motion is described in terms of stationary or rotating coordinates.

See also

References

Notes
  1. ^ Boothby, W. M. (2002). An Introduction to Differential Manifolds and Riemannian Geometry (revised ed.). New York, NY: Academic Press. 
  2. ^ McConnell, A. J. (1957). Application of Tensor Analysis. New York, NY: Dover Publications, Inc.. Ch. 9, sec. 1. ISBN 0486603733. 
  3. ^ a b c Green, A. E.; Zerna, W. (1968). Theoretical Elasticity. Oxford University Press. ISBN 0198534868. 
  4. ^ a b c Ogden, R. W. (2000). Nonlinear elastic deformations. Dover. 
  5. ^ Naghdi, P. M. (1972). "Theory of shells and plates". In S. Flügge. Handbook of Physics. VIa/2. pp. 425–640. 
  6. ^ a b c d e f g h i j Simmonds, J. G. (1994). A brief on tensor analysis. Springer. ISBN 0387906398. 
  7. ^ a b Basar, Y.; Weichert, D. (2000). Numerical continuum mechanics of solids: fundamental concepts and perspectives. Springer. 
  8. ^ a b c Ciarlet, P. G. (2000). Theory of Shells. 1. Elsevier Science. 
  9. ^ Einstein, A. (1915). "Contribution to the Theory of General Relativity". In Laczos, C.. The Einstein Decade. p. 213. ISBN 0521381053. 
  10. ^ Misner, C. W.; Thorne, K. S.; Wheeler, J. A. (1973). Gravitation. W. H. Freeman and Co.. ISBN 0716703440. 
  11. ^ Greenleaf, A.; Lassas, M.; Uhlmann, G. (2003). "Anisotropic conductivities that cannot be detected by EIT". Physiological measurement 24 (2): 413–419. doi:10.1088/0967-3334/24/2/353. PMID 12812426. 
  12. ^ Leonhardt, U.; Philbin, T.G. (2006). "General relativity in electrical engineering". New Journal of Physics 8: 247. 
  13. ^ "The divergence of a tensor field". Introduction to Elasticity/Tensors. Wikiversity. http://en.wikiversity.org/wiki/Introduction_to_Elasticity/Tensors#The_divergence_of_a_tensor_field. Retrieved 2010-11-26. 
  14. ^ Friedman, Michael (1989). The Foundations of Space–Time Theories. Princeton University Press. ISBN 0691072396. 
  15. ^ Stommel, Henry M.; Moore, Dennis W. (1989). An Introduction to the Coriolis Force. Columbia University Press. ISBN 0231066368. 
  16. ^ Beer; Johnston (1972). Statics and Dynamics (2nd ed.). McGraw-Hill. p. 485. ISBN 0077366506. 
  17. ^ Hildebrand, Francis B. (1992). Methods of Applied Mathematics. Dover. p. 156. ISBN 0135792010. 
  18. ^ McQuarrie, Donald Allan (2000). Statistical Mechanics. University Science Books. ISBN 0060443669. 
  19. ^ Weber, Hans-Jurgen; Arfken, George Brown (2004). Essential Mathematical Methods for Physicists. Academic Press. p. 843. ISBN 0120598779. 
Further reading
  • Spiegel, M. R. (1959). Vector Analysis. New York: Schaum's Outline Series. ISBN 0070843783. 
  • Arfken, George (1995). Mathematical Methods for Physicists. Academic Press. ISBN 0120598779. 

External links


Wikimedia Foundation. 2010.

Look at other dictionaries:

  • curvilinear coordinates — kreivinės koordinatės statusas T sritis fizika atitikmenys: angl. curvilinear coordinates vok. krummlinige Koordinaten, f rus. криволинейные координаты, f pranc. coordonnées curvilignes, f …   Fizikos terminų žodynas

  • curvilinear coordinates — noun plural : a system of geometrical coordinates in which if only one of the coordinates is allowed to vary the locus may be a plane or twisted curve …   Useful english dictionary

  • orthogonal curvilinear coordinates — stačiakampės kreivinės koordinatės statusas T sritis fizika atitikmenys: angl. curvilinear orthogonal coordinates; orthogonal curvilinear coordinates vok. rechtwinklige krummlinige Koordinaten, f rus. прямоугольные криволинейные координаты, f… …   Fizikos terminų žodynas

  • Curvilinear perspective — Curvilinear barrel distortion Curvilinear pincushion distort …   Wikipedia

  • Coordinates (mathematics) — Coordinates are numbers which describe the location of points in a plane or in space. For example, the height above sea level is a coordinate which is useful for describing points near the surface of the earth. A coordinate system, in a plane or… …   Wikipedia

  • curvilinear orthogonal coordinates — stačiakampės kreivinės koordinatės statusas T sritis fizika atitikmenys: angl. curvilinear orthogonal coordinates; orthogonal curvilinear coordinates vok. rechtwinklige krummlinige Koordinaten, f rus. прямоугольные криволинейные координаты, f… …   Fizikos terminų žodynas

  • curvilinear coordinate system — Math. a system of coordinates in which the coordinates are determined by three families of surfaces, usually perpendicular. * * * …   Universalium

  • curvilinear coordinate system — Math. a system of coordinates in which the coordinates are determined by three families of surfaces, usually perpendicular …   Useful english dictionary

  • Orthogonal coordinates — In mathematics, orthogonal coordinates are defined as a set of d coordinates q = (q1, q2, ..., qd) in which the coordinate surfaces all meet at right angles (note: superscripts are indices, not exponents). A coordinate surface for a particular… …   Wikipedia

  • Del in cylindrical and spherical coordinates — This is a list of some vector calculus formulae of general use in working with various curvilinear coordinate systems. Contents 1 Note 2 References 3 See also 4 External links …   Wikipedia


Share the article and excerpts

Direct link
Do a right-click on the link above
and select “Copy Link”

We are using cookies for the best presentation of our site. Continuing to use this site, you agree with this.