Καμπυλόγραμμον Σύστημα Συντεταγμένων

Είναι ένα Σύστημα Συντεταγμένων.

## Περιεχόμενα

- 1 Ετυμολογία
- 2 Εισαγωγή
- 3 Orthogonal curvilinear coordinates in 3d
- 4 Generalization to
*n*dimensions - 5 Vector and tensor algebra in three-dimensional curvilinear coordinates
- 6 Vector and tensor calculus in three-dimensional curvilinear coordinates
- 7 Fictitious forces in general curvilinear coordinates
- 8 Υποσημειώσεις
- 9 Εσωτερική Αρθρογραφία
- 10 Βιβλιογραφία
- 11 Ιστογραφία

## Ετυμολογία[επεξεργασία | επεξεργασία κώδικα]

Η ονομασία *"Καμπυλόγραμμη"* σχετίζεται ετυμολογικά με την λέξη *"καμπύλη"*.

## Εισαγωγή[επεξεργασία | επεξεργασία κώδικα]

In geometry, **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.

Well-known examples of curvilinear coordinate systems in three-dimensional Euclidean space (**R**^{3}) are Cartesian, cylindrical and spherical polar coordinates. A Cartesian coordinate surface in this space is a plane; for example *z* = 0 defines the *x*-*y* plane. In the same space, the coordinate surface *r* = 1 in spherical polar coordinates is the surface of a unit sphere, which is curved. The formalism of curvilinear coordinates provides a unified and general description of the standard coordinate systems.

Curvilinear coordinates are often used to define the location or distribution of physical quantities which may be, for example, scalars, vectors, or tensors. Mathematical expressions involving these quantities in vector calculus and tensor analysis (such as the gradient, divergence, curl, and Laplacian) can be transformed from one coordinate system to another, according to transformation rules for scalars, vectors, and tensors. Such expressions then become valid for any curvilinear coordinate system.

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 **R**^{3} (for example, motion of particles under the influence of central forces) is usually easier to solve in spherical polar coordinates than in Cartesian coordinates. Equations with boundary conditions that follow coordinate surfaces for a particular curvilinear coordinate system may be easier to solve in that system. One would for instance 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. Spherical coordinates are one of the most used curvilinear coordinate systems in such fields as Earth sciences, cartography, and physics (in particular quantum mechanics, relativity), and engineering.

## Orthogonal curvilinear coordinates in 3d[επεξεργασία | επεξεργασία κώδικα]

### Coordinates, basis, and vectors[επεξεργασία | επεξεργασία κώδικα]

For now, consider 3d space. A point *P* in 3d space can be defined using Cartesian coordinates (*x*, *y*, *z*) [equivalently written (*x*_{1}, *x*_{2}, *x*_{3})], or in another system (*q*_{1}, *q*_{2}, *q*_{3}), as shown in Fig. 1. The latter is a **curvilinear coordinate system**, and (*q*_{1}, *q*_{2}, *q*_{3}) are the **curvilinear coordinates** of the point *P*.

The surfaces *q*_{1} = constant, *q*_{2} = constant, *q*_{3} = constant are called the **coordinate surfaces**; and the space curves formed by their intersection in pairs are called the **coordinate curves**. The **coordinate axes** are determined by the tangents to the coordinate curves at the intersection of three surfaces. They are not in general fixed directions in space, which happens to be the case for simple Cartesian coordinates.

A basis whose vectors change their direction and/or magnitude from point to point is called **local basis**. All bases associated with curvilinear coordinates are necessarily local. Basis vectors that are the same at all points are **global bases**, and can be associated only with linear or affine coordinate systems.

Note: usually all basis vectors are denoted by **e**, for this article **e** is for the standard basis (Cartesian) and **b** is for the curvilinear basis.

The relation between the coordinates is given by the invertible transformations:

Any point can be written as a position vector **r** in Cartesian coordinates:

where *x, y, z* are the coordinates of the position vector with respect to the *standard basis vectors* **e**_{x, ey, ez.
}

However, in a general curvilinear system, there may well not be any natural global basis vectors. Instead, we note that in the Cartesian system, we have the property that

We can apply the same idea to the curvilinear system to determine a system of basis vectors at *P*. We define

These may not have unit length, and may also not be orthogonal. In the case that they *are* orthogonal at all points where the derivatives are well-defined, we define the Lamé coefficients (after Gabriel Lamé) by

and the curvilinear orthonormal basis vectors by

It is important to note that these basis vectors may well depend upon the position of *P*; it is therefore necessary that they are not assumed to be constant over a region. (They technically form a basis for the tangent bundle of at *P*, and so are local to *P*.)

In general, curvilinear coordinates allow the generality of basis vectors not all mutually perpendicular to each other, and not required to be of unit length: they can be of arbitrary magnitude and direction. The use of an orthogonal basis makes vector manipulations simpler than for non-orthogonal. However, some areas of physics and engineering, particularly fluid mechanics and continuum mechanics, require non-orthogonal bases to describe deformations and fluid transport to account for complicated directional dependences of physical quantities. A discussion of the general case appears later on this page.

### Vector calculus[επεξεργασία | επεξεργασία κώδικα]

#### Differential elements[επεξεργασία | επεξεργασία κώδικα]

Since the total differential change in **r** is

so scale factors are

They can also be written for each component of **r**:

- .

However, this designation is very rarely used, largely replaced with the components of the metric tensor *g _{ik}* (see below).

### Covariant and contravariant bases[επεξεργασία | επεξεργασία κώδικα]

The basis vectors, gradients, and scale factors are all interrelated within a coordinate system by two methods:

So 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: {**b**_{1}, **b**_{2}, **b**_{3}} is the covariant basis, and {**b**^{1}, **b**^{2}, **b**^{3}} is the contravariant basis.

A vector **v** can be given in terms either basis, i.e.,

The basis vectors relate to the components by^{[2]}Πρότυπο:Rp

and

where *g* is the metric tensor (see below).

A vector is covariant or contravariant if, respectively, its components are covariant (lowered indices, written *v _{k}*) or contravariant (raised indices, written

*v*). 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.

^{k}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[επεξεργασία | επεξεργασία κώδικα]

#### Constructing a covariant basis in one dimension[επεξεργασία | επεξεργασία κώδικα]

Consider the one-dimensional curve shown in Fig. 3. At point *P*, taken as an origin, *x* is one of the Cartesian coordinates, and *q*^{1} is one of the curvilinear coordinates (Fig. 3). The local (non-unit) basis vector is **b**_{1} (notated **h**_{1} above, with **b** reserved for unit vectors) and it is built on the *q*^{1} axis which is a tangent to that coordinate line at the point *P*. The axis *q*^{1} and thus the vector **b**_{1} form an angle *α* with the Cartesian *x* axis and the Cartesian basis vector **e**_{1}.

It can be seen from triangle *PAB* that

where |**e**_{1}|, |**b**_{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 **b**_{1} on the *x* axis.

However, this method for basis vector transformations using *directional cosines* is inapplicable to curvilinear coordinates for the following reasons:

- By increasing the distance from
*P*, the angle between the curved line*q*^{1}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 *q*^{1} line and that 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 *q*^{1} axis almost coincides with *PE* measured on the *q*^{1} line. At the same time, the ratio *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 d*q*^{1}. Then

- .

Thus, the directional cosines can be substituted in transformations with the more exact ratios between infinitesimally small coordinate intercepts. It follows that the component (projection) of **b**_{1} on the *x* axis is

- .

If *q ^{i}* =

*q*(

^{i}*x*

_{1},

*x*

_{2},

*x*

_{3}) and

*x*=

_{i}*x*(

_{i}*q*

^{1},

*q*

^{2},

*q*

^{3}) are smooth (continuously differentiable) functions the transformation ratios can be written as and . 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[επεξεργασία | επεξεργασία κώδικα]

Doing the same for the coordinates in the other 2 dimensions, **b**_{1} can be expressed as:

Similar equations hold for **b**_{2} and **b**_{3} so that the standard basis {**e**_{1}, **e**_{2}, **e**_{3}} is transformed to a local (ordered and * normalised*) basis {

**b**

_{1},

**b**

_{2},

**b**

_{3}} by the following system of equations:

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

#### Jacobian of the transformation[επεξεργασία | επεξεργασία κώδικα]

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

- .

This coefficient matrix of the linear system is the Jacobian matrix (and its inverse) of the transformation. These are the equations that can be used to transform a Cartesian basis into a curvilinear basis, and vice versa.

In three dimensions, the expanded forms of these matrices are

In the inverse transformation (second equation system), the unknowns are the curvilinear basis vectors. For all points there can only exist one and only one set of basis vectors (else vectors are not well defined at those points). This condition is satisfied if and only if the equation system has a single solution, from linear algebra, a linear equation system has a single solution (non-trivial) only if the determinant of its system matrix is non-zero:

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

## Generalization to *n* dimensions[επεξεργασία | επεξεργασία κώδικα]

The formalism extends to any finite dimension as follows.

Consider the real Euclidean *n*-dimensional space, that is **R**^{n} = **R** × **R** × ... × **R** (*n* times) where **R** is the set of real numbers and × denotes the Cartesian product, which is a vector space.

The coordinates of this space can be denoted by: **x** = (*x*_{1}, *x*_{2},...,*x _{n}*). Since this is a vector (an element of the vector space), it can be written as:

where **e**^{1} = (1,0,0...,0), **e**^{2} = (0,1,0...,0), **e**^{3} = (0,0,1...,0),...,**e**^{n} = (0,0,0...,1) is the *standard basis set of vectors* for the space **R**^{n}, and *i* = 1, 2,...*n* is an index labelling components. Each vector has exactly one component in each dimension (or "axis") and they are mutually orthogonal (perpendicular) and normalized (has unit magnitude).

More generally, we can define basis vectors **b**_{i} so that they depend on **q** = (*q*_{1}, *q*_{2},...,*q _{n}*), i.e. they change from point to point:

**b**

_{i}=

**b**

_{i}(

**q**). In which case to define the same point

**x**in terms of this alternative basis: the

*coordinates*with respect to this basis

*v*also necessarily depend on

_{i}**x**also, that is

*v*=

_{i}*v*(

_{i}**x**). Then a vector

**v**in this space, with respect to these alternative coordinates and basis vectors, can be expanded as a linear combination in this basis (which simply means to multiply each basis vector

**e**

_{i}by a number

*v*

_{i}– scalar multiplication):

The vector sum that describes **v** in the new basis is composed of different vectors, although the sum itself remains the same.

### Transformation of coordinates[επεξεργασία | επεξεργασία κώδικα]

From a more general and abstract perspective, a curvilinear coordinate system is simply a coordinate patch on the differentiable manifold **E**^{n} (n-dimensional Euclidian space) that is diffeomorphic to the Cartesian coordinate patch on the manifold.^{[3]} 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.

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: Πρότυπο:Ordered list

## Vector and tensor algebra in three-dimensional curvilinear coordinates[επεξεργασία | επεξεργασία κώδικα]

Πρότυπο:Einstein summation convention
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.^{[4]} 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,^{[5]} Naghdi,^{[6]} Simmonds,^{[2]} Green and Zerna,^{[4]} Basar and Weichert,^{[7]} and Ciarlet.^{[8]}

### Tensors in curvilinear coordinates[επεξεργασία | επεξεργασία κώδικα]

A second-order tensor can be expressed as

where denotes the tensor product. The components *S ^{ij}* are called the

**contravariant**components,

*S*the

^{i}_{j}**mixed right-covariant**components,

*S*the

_{i}^{j}**mixed left-covariant**components, and

*S*the

_{ij}**covariant**components of the second-order tensor. The components of the second-order tensor are related by

### The metric tensor in orthogonal curvilinear coordinates[επεξεργασία | επεξεργασία κώδικα]

At each point, one can construct a small line element d**x**, so the square of the length of the line element is the scalar product d**x** • d**x** and is called the metric of the space, given by:

and the *symmetric* quantity

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

Indices can be raised and lowered by the metric:

#### Relation to Lamé coefficients[επεξεργασία | επεξεργασία κώδικα]

Defining the scale factors *h _{ij}* by

gives a relation between the metric tensor and the Lamé coefficients. Note also that

where *h _{ij}* are the Lamé coefficients. For an orthogonal basis we also have:

#### Example: Polar coordinates[επεξεργασία | επεξεργασία κώδικα]

If we consider polar coordinates for **R**^{2}, note that

(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 **b**_{r} = (cos θ, sin θ), **b**_{θ} = (−*r* sin θ, *r* cos θ). The normalized basis vectors are **e**_{r} = (cos θ, sin θ), **e**_{θ} = (−sin θ, cos θ) and the scale factors are *h*_{r} = 1 and *h*_{θ}= *r*. The fundamental tensor is *g*_{11} =1, *g*_{22} =*r*^{2}, *g*_{12} = *g*_{21} =0.

### The alternating tensor[επεξεργασία | επεξεργασία κώδικα]

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

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

It can also be shown that

### Christoffel symbols[επεξεργασία | επεξεργασία κώδικα]

- Christoffel symbols of the first kind

where the comma denotes a partial derivative (see Ricci calculus). To express Γ_{ijk} in terms of *g _{ij}* we note that

Since

using these to rearrange the above relations gives

- Christoffel symbols of the second kind

This implies that

Other relations that follow are

### Vector operations[επεξεργασία | επεξεργασία κώδικα]

## Vector and tensor calculus in three-dimensional curvilinear coordinates[επεξεργασία | επεξεργασία κώδικα]

Πρότυπο:Einstein summation convention

Adjustments need to be made in the calculation of line, surface and volume integrals. For simplicity, the following restricts to three dimensions and orthogonal curvilinear coordinates. However, the same arguments apply for *n*-dimensional spaces. When the coordinate system is not orthogonal, there are some additional terms in the expressions.

Simmonds,^{[2]} 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,^{[13]} Simmonds,^{[2]} Green and Zerna,^{[4]} Basar and Weichert,^{[7]} and Ciarlet.^{[8]}

Let φ = φ(**x**) be a well defined scalar field and **v** = **v**(**x**) a well-defined vector field, and *λ*_{1}, *λ*_{2}... be parameters of the coordinates

### Geometric elements[επεξεργασία | επεξεργασία κώδικα]

### Integration[επεξεργασία | επεξεργασία κώδικα]

Operator Scalar field Vector field Line integral Surface integral Volume integral

### Differentiation[επεξεργασία | επεξεργασία κώδικα]

The expressions for the gradient, divergence, and Laplacian can be directly extended to *n*-dimensions, however the curl is only defined in 3d.

The vector field **b**_{i} is tangent to the *q ^{i}* 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,

**b**

^{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

**x**.

Operator Scalar field Vector field 2nd order tensor field Gradient Divergence N/A where

**a**is an arbitrary constant vector. In curvilinear coordinates,Laplacian

Curl N/A For vector fields in 3d only, where is the Levi-Civita symbol.

N/A

## Fictitious forces in general curvilinear coordinates[επεξεργασία | επεξεργασία κώδικα]

An inertial coordinate system is defined as a system of space and time coordinates *x*_{1}, *x*_{2}, *x*_{3}, *t* in terms of which the equations of motion of a particle free of external forces are simply d^{2}*x*_{j}/d*t*^{2} = 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 d^{2}*x*_{j}/d*t*^{2} 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*” = *F*_{r} + *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 *mrA*^{2}, whereas if we choose a stationary coordinate system we have *W* = 0 and *w* = *A*, in which case the centrifugal force is again *mrA*^{2}. 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.

## Υποσημειώσεις[επεξεργασία | επεξεργασία κώδικα]

- ↑ J.A. Wheeler, C. Misner, K.S. Thorne (1973).
*Gravitation*. W.H. Freeman & Co. ISBN 0-7167-0344-0. - ↑
^{2,0}^{2,1}^{2,2}^{2,3}Simmonds, J. G. (1994).*A brief on tensor analysis*. Springer. ISBN 0-387-90639-8. - ↑ Boothby, W. M. (2002).
*An Introduction to Differential Manifolds and Riemannian Geometry*(revised έκδοση). New York, NY: Academic Press. - ↑
^{4,0}^{4,1}^{4,2}Green, A. E.; Zerna, W. (1968).*Theoretical Elasticity*. Oxford University Press. ISBN 0-19-853486-8. - ↑ Ogden, R. W. (2000).
*Nonlinear elastic deformations*. Dover. - ↑ Naghdi, P. M. (1972). Theory of shells and plates. S. Flügge.
*Handbook of Physics*.**VIa/2**. σελ. 425–640. - ↑
^{7,0}^{7,1}Basar, Y.; Weichert, D. (2000).*Numerical continuum mechanics of solids: fundamental concepts and perspectives*. Springer. - ↑
^{8,0}^{8,1}^{8,2}Ciarlet, P. G. (2000).*Theory of Shells*.**1**. Elsevier Science. - ↑ Einstein, A. (1915). Contribution to the Theory of General Relativity. Laczos, C..
*The Einstein Decade*. σελ. 213. ISBN 0-521-38105-3. - ↑ Misner, C. W.; Thorne, K. S.; Wheeler, J. A. (1973).
*Gravitation*. W. H. Freeman and Co.. ISBN 0-7167-0344-0. - ↑ Greenleaf, A.; Lassas, M.; Uhlmann, G. (2003). "Anisotropic conductivities that cannot be detected by EIT".
*Physiological measurement***24**(2): 413–419. doi: . PMID 12812426. - ↑ Leonhardt, U.; Philbin, T.G. (2006). "General relativity in electrical engineering".
*New Journal of Physics***8**: 247. - ↑ Ogden
- ↑ Friedman, Michael (1989).
*The Foundations of Space–Time Theories*. Princeton University Press. ISBN 0-691-07239-6. - ↑ Stommel, Henry M.; Moore, Dennis W. (1989).
*An Introduction to the Coriolis Force*. Columbia University Press. ISBN 0-231-06636-8. - ↑ Beer; Johnston (1972).
*Statics and Dynamics*(2nd έκδοση). McGraw–Hill. σελ. 485. ISBN 0-07-736650-6. - ↑ Hildebrand, Francis B. (1992).
*Methods of Applied Mathematics*. Dover. σελ. 156. ISBN 0-13-579201-0. - ↑ McQuarrie, Donald Allan (2000).
*Statistical Mechanics*. University Science Books. ISBN 0-06-044366-9. - ↑ Weber, Hans-Jurgen; Arfken, George Brown (2004).
*Essential Mathematical Methods for Physicists*. Academic Press. σελ. 843. ISBN 0-12-059877-9.

## Εσωτερική Αρθρογραφία[επεξεργασία | επεξεργασία κώδικα]

- Σύστημα Συντεταγμένων
- Σύστημα Αναφοράς
- Πολικές Συντεταγμένες
- Κυλινδρικές Συντεταγμένες
- Σφαιρικές Συντεταγμένες
- Καμπυλόγραμμες Συντεταγμένες
- Covariance and contravariance
- Basic introduction to the mathematics of curved spacetime
- Orthogonal coordinates
- Frenet–Serret formulas
- Covariant derivative
- Tensor derivative (continuum mechanics)
- Curvilinear perspective
- Del in cylindrical and spherical coordinates

## Βιβλιογραφία[επεξεργασία | επεξεργασία κώδικα]

- Spiegel, M. R. (1959).
*Vector Analysis*. New York: Schaum's Outline Series. ISBN 0-07-084378-3. - Arfken, George (1995).
*Mathematical Methods for Physicists*. Academic Press. ISBN 0-12-059877-9.

## Ιστογραφία[επεξεργασία | επεξεργασία κώδικα]

- Ομώνυμο άρθρο στην Βικιπαίδεια
- Ομώνυμο άρθρο στην Livepedia
- Derivation of Unit Vectors in Curvilinear Coordinates
- MathWorld's page on Curvilinear Coordinates
- Prof. R. Brannon's E-Book on Curvilinear Coordinates
- [1] – Wikiversity, Introduction to Elasticity/Tensors.
- [ ]
- [ ]

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