 Calculus of variations

Calculus of variations is a field of mathematics that deals with extremizing functionals, as opposed to ordinary calculus which deals with functions. A functional is usually a mapping from a set of functions to the real numbers. Functionals are often formed as definite integrals involving unknown functions and their derivatives. The interest is in extremal functions that make the functional attain a maximum or minimum value – or stationary functions – those where the rate of change of the functional is precisely zero.
Perhaps the simplest example of such a problem is to find the curve of shortest length, or geodesic, connecting two points. If there are no constraints, the solution is obviously a straight line between the points. However, if the curve is constrained to lie on a surface in space, then the solution is less obvious, and possibly many solutions may exist. Such solutions are known as geodesics. A related problem is posed by Fermat's principle: light follows the path of shortest optical length connecting two points, where the optical length depends upon the material of the medium. One corresponding concept in mechanics is the principle of least action.
Many important problems involve functions of several variables. Solutions of boundary value problems for the Laplace equation satisfy the Dirichlet principle. Plateau's problem requires finding a surface of minimal area that spans a given contour in space: the solution or solutions can often be found by dipping a wire frame in a solution of soap suds. Although such experiments are relatively easy to perform, their mathematical interpretation is far from simple: there may be more than one locally minimizing surface, and they may have nontrivial topology.
Contents
History
The calculus of variations may be said to begin with the brachistochrone curve problem raised by Johann Bernoulli (1696). It immediately occupied the attention of Jakob Bernoulli and the Marquis de l'Hôpital, but Leonhard Euler first elaborated the subject. His contributions began in 1733, and his Elementa Calculi Variationum gave to the science its name. Lagrange contributed extensively to the theory, and Legendre (1786) laid down a method, not entirely satisfactory, for the discrimination of maxima and minima. Isaac Newton and Gottfried Leibniz also gave some early attention to the subject.^{[1]} To this discrimination Vincenzo Brunacci (1810), Carl Friedrich Gauss (1829), Siméon Poisson (1831), Mikhail Ostrogradsky (1834), and Carl Jacobi (1837) have been among the contributors. An important general work is that of Sarrus (1842) which was condensed and improved by Cauchy (1844). Other valuable treatises and memoirs have been written by Strauch (1849), Jellett (1850), Otto Hesse (1857), Alfred Clebsch (1858), and Carll (1885), but perhaps the most important work of the century is that of Weierstrass. His celebrated course on the theory is epochmaking, and it may be asserted that he was the first to place it on a firm and unquestionable foundation. The 20th and the 23rd Hilbert problems published in 1900 enticed further development.^{[1]} In the 20th century David Hilbert, Emmy Noether, Leonida Tonelli, Henri Lebesgue and Jacques Hadamard among others made significant contributions.^{[1]} Marston Morse applied calculus of variations in what is now called Morse theory.^{[2]} Lev Pontryagin, Ralph Rockafellar and Clarke developed new mathematical tools for optimal control theory, a generalisation of calculus of variations.^{[2]}
Weak and strong extrema
The supremum norm (also called infinity norm) for real, continuous, bounded functions on a topological space X is defined as
 .
A functional J(y) defined on some appropriate space of functions V with norm is said to have a weak minimum at the function y_{0} if there exists some δ > 0 such that, for all functions y with ,
 .
Weak maxima are defined similarly, with the inequality in the last equation reversed. In most problems, V is the space of rtimes continuously differentiable functions on a compact subset E of the real line, with its norm given by
 .
This norm is just the sum of the supremum norms of y and its derivatives.
A functional J is said to have a strong minimum at y_{0} if there exists some δ > 0 such that, for all functions with , J(y_{0}) < J(y). Strong maximum is defined similarly, but with the inequality in the last equation reversed.
The difference between strong and weak extrema is that, for a strong extremum, y_{0} is a local extremum relative to the set of δclose functions with respect to the supremum norm. In general this (supremum) norm is different from the norm that V has been endowed with. If y_{0} is a strong extremum for J then it is also a weak extremum, but the converse may not hold. Finding strong extrema is more difficult than finding weak extrema and in what follows it will be assumed that we are looking for weak extrema.
The Euler–Lagrange equation
Under ideal conditions, the maxima and minima of a given function may be located by finding the points where its derivative vanishes (i.e., is equal to zero). By analogy, solutions of smooth variational problems may be obtained by solving the associated Euler–Lagrange equation.
Consider the functional:
The function f should have at least one derivative in order to satisfy the requirements for valid application of the function; further, if the functional A[f] attains its local minimum at f_{0} and η(x) is an arbitrary function that has at least one derivative and vanishes at the endpoints x_{1} and x_{2}, then we must have
for any number ε close to 0. Therefore, the derivative of A[f_{0} + εη] with respect to ε (the first variation of A) must vanish at ε = 0.
Since L is a function of f and f', the term
with . Therefore,
where we have used the chain rule in the second line and integration by parts in the third. The last term in the third line vanishes because at the end points. Finally, according to the fundamental lemma of calculus of variations, we find that L will satisfy the Euler–Lagrange equation
In general this gives a secondorder ordinary differential equation which can be solved to obtain the extremal f. The Euler–Lagrange equation is a necessary, but not sufficient, condition for an extremal. Sufficient conditions for an extremal are discussed in the references.
In order to illustrate this process, consider the problem of finding the shortest curve in the plane that connects two points (x_{1},y_{1}) and (x_{2},y_{2}). The arc length is given by
with
and where y = f(x), f(x_{1}) = y_{1}, and f(x_{2}) = y_{2}.
for any choice of the function η. We may interpret this condition as the vanishing of all directional derivatives of A[f_{0}] in the space of differentiable functions, and this is formalized by requiring the Fréchet derivative of A to vanish at f_{0}. If we assume that f_{0} has two continuous derivatives (or if we consider weak derivatives), then we may use integration by parts:
with the substitution
then we have
but the first term is zero since v(x) = η(x) was chosen to vanish at x_{1} and x_{2} where the evaluation is taken. Therefore,
for any twice differentiable function η that vanishes at the endpoints of the interval.
We can now apply the fundamental lemma of calculus of variations: If
for any sufficiently differentiable function η(x) within the integration range that vanishes at the endpoints of the interval, then it follows that H(x) is identically zero on its domain.
Therefore,
It follows from this equation that
and hence the extremals are straight lines.
The Beltrami Identity
Frequently in physical problems, it turns out that . In that case, the EulerLagrange equation can be simplified using the Beltrami identity:
where C is a constant. The left hand side is the Legendre transformation of L with respect to f '.
du Bois Reymond's theorem
The discussion thus far has assumed that extremal functions possess two continuous derivatives, although the existence of the integral A requires only first derivatives of trial functions. The condition that the first variation vanish at an extremal may be regarded as a weak form of the EulerLagrange equation. The theorem of du Bois Reymond asserts that this weak form implies the strong form. If L has continuous first and second derivatives with respect to all of its arguments, and if
then f_{0} has two continuous derivatives, and it satisfies the EulerLagrange equation.
The Lavrentiev phenomenon
Hilbert was the first to give good conditions for the Euler Lagrange equations to give a stationary solution. Within a convex area and a positive thrice differentiable Lagrangian the solutions are composed of a countable collection of sections that either go along the boundary or satisfy the Euler Lagrange equations in the interior.
However Lavrentiev in 1926 showed that there are circumstances where there is no optimum solution but one can be approached arbitrarily closely by increasing numbers of sections. For instance the following:
Here a zig zag path gives a better solution than any smooth path and increasing the number of sections improves the solution.
Functions of several variables
Variational problems that involve multiple integrals arise in numerous applications. For example, if φ(x,y) denotes the displacement of a membrane above the domain D in the x,y plane, then its potential energy is proportional to its surface area:
Plateau's problem consists of finding a function that minimizes the surface area while assuming prescribed values on the boundary of D; the solutions are called minimal surfaces. The EulerLagrange equation for this problem is nonlinear:
See Courant (1950) for details.
Dirichlet's principle
It is often sufficient to consider only small displacements of the membrane, whose energy difference from no displacement is approximated by
The functional V is to be minimized among all trial functions φ that assume prescribed values on the boundary of D. If u is the minimizing function and v is an arbitrary smooth function that vanishes on the boundary of D, then the first variation of must vanish:
Provided that u has two derivatives, we may apply the divergence theorem to obtain
where C is the boundary of D, s is arclength along C and is the normal derivative of u on C. Since v vanishes on C and the first variation vanishes, the result is
for all smooth functions v that vanish on the boundary of D. The proof for the case of one dimensional integrals may be adapted to this case to show that
 in D.
The difficulty with this reasoning is the assumption that the minimizing function u must have two derivatives. Riemann argued that the existence of a smooth minimizing function was assured by the connection with the physical problem: membranes do indeed assume configurations with minimal potential energy. Riemann named this idea the Dirichlet principle in honor of his teacher Dirichlet. However Weierstrass gave an example of a variational problem with no solution: minimize
among all functions φ that satisfy φ( − 1) = − 1 and φ(1) = 1. W can be made arbitrarily small by choosing piecewise linear functions that make a transition between 1 and 1 in a small neighborhood of the origin. However, there is no function that makes W=0. The resulting controversy over the validity of Dirichlet's principle is explained in http://turnbull.mcs.stand.ac.uk/~history/Biographies/Riemann.html . Eventually it was shown that Dirichlet's principle is valid, but it requires a sophisticated application of the regularity theory for elliptic partial differential equations; see Jost and LiJost (1998).
Generalization to other boundary value problems
A more general expression for the potential energy of a membrane is
This corresponds to an external force density f(x,y) in D, an external force g(s) on the boundary C, and elastic forces with modulus σ(s) acting on C. The function that minimizes the potential energy with no restriction on its boundary values will be denoted by u. Provided that f and g are continuous, regularity theory implies that the minimizing function u will have two derivatives. In taking the first variation, no boundary condition need be imposed on the increment v. The first variation of is given by
If we apply the divergence theorem, the result is
If we first set v=0 on C, the boundary integral vanishes, and we conclude as before that
in D. Then if we allow v to assume arbitrary boundary values, this implies that u must satisfy the boundary condition
on C. Note that this boundary condition is a consequence of the minimizing property of u: it is not imposed beforehand. Such conditions are called natural boundary conditions.
The preceding reasoning is not valid if σ vanishes identically on C. In such a case, we could allow a trial function , where c is a constant. For such a trial function,
By appropriate choice of c, V can assume any value unless the quantity inside the brackets vanishes. Therefore the variational problem is meaningless unless
This condition implies that net external forces on the system are in equilibrium. If these forces are in equilibrium, then the variational problem has a solution, but it is not unique, since an arbitrary constant may be added. Further details and examples are in Courant and Hilbert (1953).
Eigenvalue problems
Both onedimensional and multidimensional eigenvalue problems can be formulated as variational problems.
SturmLiouville problems
The SturmLiouville eigenvalue problem involves a general quadratic form
where φ is restricted to functions that satisfy the boundary conditions
Let R be a normalization integral
The functions p(x) and r(x) are required to be everywhere positive and bounded away from zero. The primary variational problem is to minimize the ratio Q/R among all φ satisfying the endpoint conditions. It is shown below that the EulerLagrange equation for the minimizing u is
where λ is the quotient
It can be shown (see Gelfand and Fomin 1963) that the minimizing u has two derivatives and satisfies the EulerLagrange equation. The associated λ will be denoted by λ_{1}; it is the lowest eigenvalue for this equation and boundary conditions. The associated minimizing function will be denoted by u_{1}(x). This variational characterization of eigenvalues leads to the RayleighRitz method: choose an approximating u as a linear combination of basis functions (for example trigonometric functions) and carry out a finitedimensional minimization among such linear combinations. This method is often surprisingly accurate.
The next smallest eigenvalue and eigenfunction can be obtained by minimizing Q under the additional constraint
This procedure can be extended to obtain the complete sequence of eigenvalues and eigenfunctions for the problem.
The variational problem also applies to more general boundary conditions. Instead of requiring that φ vanish at the endpoints, we may not impose any condition at the endpoints, and set
where a_{1} and a_{2} are arbitrary. If we set the first variation for the ratio Q / R is
where λ is given by the ratio Q[u] / R[u] as previously. After integration by parts,
If we first require that v vanish at the endpoints, the first variation will vanish for all such v only if
If u satisfies this condition, then the first variation will vanish for arbitrary v only if
These latter conditions are the natural boundary conditions for this problem, since they are not imposed on trial functions for the minimization, but are instead a consequence of the minimization.
Eigenvalue problems in several dimensions
Eigenvalue problems in higher dimensions are defined in analogy with the onedimensional case. For example, given a domain D with boundary B in three dimensions we may define
and
Let u be the function that minimizes the quotient Q[φ] / R[φ], with no condition prescribed on the boundary B. The EulerLagrange equation satisfied by u is
where
The minimizing u must also satisfy the natural boundary condition
on the boundary B. This result depends upon the regularity theory for elliptic partial differential equations; see Jost and LiJost (1998) for details. Many extensions, including completeness results, asymptotic properties of the eigenvalues and results concerning the nodes of the eigenfunctions are in Courant and Hilbert (1953).
Applications
Some applications of the Calculus of variations include:
 The derivation of the Catenary shape
 The Brachistochrone problem
 Isoperimetric problems
 Geodesics on surfaces
 Minimal surfaces and Plateau's problem
 Optimal Control
Fermat's principle
Fermat's principle states that light takes a path that (locally) minimizes the optical length between its endpoints. If the xcoordinate is chosen as the parameter along the path, and y = f(x) along the path, then the optical length is given by
where the refractive index n(x,y) depends upon the material. If we try then the first variation of A (the derivative of A with respect to ε) is
After integration by parts of the first term within brackets, we obtain the EulerLagrange equation
The light rays may be determined by integrating this equation. This formalism is used in the context of Lagrangian optics and Hamiltonian optics.
Snell's law
There is a discontinuity of the refractive index when light enters or leaves a lens. Let
where n _{−} and n _{+} are constants. Then the EulerLagrange equation holds as before in the region where x<0 or x>0, and in fact the path is a straight line there, since the refractive index is constant. At the x=0, f must be continuous, but f' may be discontinuous. After integration by parts in the separate regions and using the EulerLagrange equations, the first variation takes the form
The factor multiplying n _{−} is the sine of angle of the incident ray with the x axis, and the factor multiplying n _{+} is the sine of angle of the refracted ray with the x axis. Snell's law for refraction requires that these terms be equal. As this calculation demonstrates, Snell's law is equivalent to vanishing of the first variation of the optical path length.
Fermat's principle in three dimensions
It is expedient to use vector notation: let X = (x_{1},x_{2},x_{3}), let t be a parameter, let X(t) be the parametric representation of a curve C, and let be its tangent vector. The optical length of the curve is given by
Note that this integral is invariant with respect to changes in the parametric representation of C. The EulerLagrange equations for a minimizing curve have the symmetric form
where
It follows from the definition that P satisfies
Therefore the integral may also be written as
This form suggests that if we can find a function ψ whose gradient is given by P, then the integral A is given by the difference of ψ at the endpoints of the interval of integration. Thus the problem of studying the curves that make the integral stationary can be related to the study of the level surfaces of ψ. In order to find such a function, we turn to the wave equation, which governs the propagation of light. This formalism is used in the context of Lagrangian optics and Hamiltonian optics.
Connection with the wave equation
The wave equation for an inhomogeneous medium is
where c is the velocity, which generally depends upon X. Wave fronts for light are characteristic surfaces for this partial differential equation: they satisfy
We may look for solutions in the form
In that case, ψ satisfies
where n = 1 / c. According to the theory of firstorder partial differential equations, if then P satisfies
along a system of curves (the light rays) that are given by
These equations for solution of a firstorder partial differential equation are identical to the EulerLagrange equations if we make the identification
We conclude that the function ψ is the value of the minimizing integral A as a function of the upper end point. That is, when a family of minimizing curves is constructed, the values of the optical length satisfy the characteristic equation corresponding the wave equation. Hence, solving the associated partial differential equation of first order is equivalent to finding families of solutions of the variational problem. This is the essential content of the HamiltonJacobi theory, which applies to more general variational problems.
The action principle
Main article: Action (physics)In classical mechanics, the action, S, is defined as the time integral of the Lagrangian, L. The Lagrangian is the difference of energies,
where T is the kinetic energy of a mechanical system and U its potential energy. Hamilton's principle (or the action principle) states that the motion of a conservative holonomic (integrable constraints) mechanical system is such that the action integral
is stationary with respect to variations in the path x(t). The EulerLagrange equations for this system are known as Lagrange's equations:
and they are equivalent to Newton's equations of motion (for such systems).
The conjugate momenta P are defined by
For example, if
then
Hamiltonian mechanics results if the conjugate momenta are introduced in place of , and the Lagrangian L is replaced by the Hamiltonian H defined by
The Hamiltonian is the total energy of the system: H = T + U. Analogy with Fermat's principle suggests that solutions of Lagrange's equations (the particle trajectories) may be described in terms of level surfaces of some function of X. This function is a solution of the HamiltonJacobi equation:
See also
 First variation
 Isoperimetric inequality
 Variational principle
 Fermat's principle
 Principle of least action
 Infinitedimensional optimization
 Functional analysis
 Perturbation methods
 Young measure
 Optimal control
 Direct method in calculus of variations
 Noether's theorem
Reference books
 Gelfand, I.M. and Fomin, S.V.: Calculus of Variations, Dover Publ., 2000.
 Lebedev, L.P. and Cloud, M.J.: The Calculus of Variations and Functional Analysis with Optimal Control and Applications in Mechanics, World Scientific, 2003, pages 1–98.
 Charles Fox: An Introduction to the Calculus of Variations, Dover Publ., 1987.
 Forsyth, A.R.: Calculus of Variations, Dover, 1960.
 Sagan, Hans: Introduction to the Calculus of Variations, Dover, 1992.
 Weinstock, Robert: Calculus of Variations with Applications to Physics and Engineering, Dover, 1974.
 Clegg, J.C.: Calculus of Variations, Interscience Publishers Inc., 1968.
 Courant, R.: Dirichlet's principle, conformal mapping and minimal surfaces. Interscience, 1950.
 Courant, R. and D. Hilbert: Methods of Mathematical Physics, Vol I. Interscience Press, 1953.
 Elsgolc, L.E.: Calculus of Variations, Pergamon Press Ltd., 1962.
 Jost, J. and X. LiJost: Calculus of Variations. Cambridge University Press, 1998.
 Bolza, O.: Lectures on the Calculus of Variations. Chelsea Publishing Company, 1904, available on Digital Mathematics library [2]. 2nd edition republished in 1961, paperback in 2005, ISBN 9781418182014.
References
 Jon Fischer, Introduction to the calculus of variations, a quick and readable guide. (Note: There are typos in the EulerLagrange Equation on page 5 of the document; the equation should read: . Similar errors are present in equations 5.1 and 5.2 on page 8 of the document.)
 Calculus of variations on PlanetMath.
 Weisstein, Eric W., "Calculus of Variations" from MathWorld.
 Calculus of variations example problems.
 Chapter 8: Calculus of Variations, from Optimization for Engineering Systems, by Ralph W. Pike, Louisiana State University.
 ^ ^{a} ^{b} ^{c} van Brunt, Bruce (2004). The Calculus of Variations. Springer. ISBN 0387402470.
 ^ ^{a} ^{b} [Ferguson, James] (2004). "Brief Survey of the History of the Calculus of Variations and its Applications". arXiv:arXiv:math/0402357.
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