Calculus of variations: Difference between revisions

Calculus of variations is a field of mathematics that deals with functions of functions, as opposed to ordinary calculus which deals with functions of numbers. Such functionals can for example be formed as integrals involving an unknown function and its derivatives. The interest is in extremal functions: those making the functional attain a maximum or minimum value. Perhaps the simplest example of such a problem is to find the curve of shortest length connecting two points. If there are no constraints, the solution is obviously a straight line, but if the curve is constrained to lie on a surface in space, then it is less obvious. The solutions of the latter problem are called 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. A corresponding idea in mechanics is the principle of stationary action. The theory of optimal control concerns a specific kind of problem in the calculus of variations.

The preceding examples have all involved unknown functions of a single variable, which may be identified with a time variable. Other important problems involve functions of several variables. Solutions of boundary value problems for the Laplace equation satisfy the Dirichlet principle: they minimize the potential energy of a membrane. Plateau's problem requires finding a surface of minimal area that spans a given contour in space: the solution or solutions may 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 non-trivial topology.

Under ideal conditions, the maxima and minima of a given function may be located by finding the points where its derivative vanishes. In analogy, solutions of smooth variational problems may be obtained by solving the associated Euler-Lagrange equation. In order to illustrate this process, consider the problem of finding the shortest curve in the plane that connects two points ${\displaystyle (x_{1},y_{1})}$ and ${\displaystyle (x_{2},y_{2})}$. The arc length is given by

${\displaystyle A[f]=\int _{x_{1}}^{x_{2}}{\sqrt {1+\left({\frac {df}{dx}}\right)^{2}}}\,dx,}$

where ${\displaystyle y=f(x)}$, ${\displaystyle f(x_{1})=y_{1}}$ and ${\displaystyle f(x_{2})=y_{2}.}$ The function f should have at least one derivative in order to be admitted to the competition. If ${\displaystyle f_{0}}$ is a minimizing function and ${\displaystyle f_{1}}$ is any function with at least one derivative that vanishes at the endpoints ${\displaystyle x_{1}}$ and ${\displaystyle x_{2}}$, then we must have

${\displaystyle A[f_{0}]\leq A[f_{0}+\epsilon f_{1}]}$

for any number ε. Therefore, the derivative of ${\displaystyle A[f_{0}+\epsilon f_{1}]}$ with respect to ε (the first variation of A) must vanish at ε=0. Thus

${\displaystyle \int _{x_{1}}^{x_{2}}{\frac {{\frac {df_{0}}{dx}}{\frac {df_{1}}{dx}}}{\sqrt {1+\left({\frac {df_{0}}{dx}}\right)^{2}}}}=0,\,}$

for any choice of the function ${\displaystyle f_{1}}$. We may interpret this condition as the vanishing of all directional derivatives of ${\displaystyle A[f_{0}]}$ in the space of differentiable functions. If we assume that ${\displaystyle f_{0}}$ has two continuous derivatives (or if we consider weak derivatives), then it follows from integration by parts that

${\displaystyle \int _{x_{1}}^{x_{2}}f_{1}(x){\frac {d}{dx}}\left[{\frac {\frac {df_{0}}{dx}}{\sqrt {1+\left({\frac {df_{0}}{dx}}\right)^{2}}}}\right]\,dx=0,}$

for any choice of ${\displaystyle f_{1}}$ with two derivatives that vanishes at the endpoints of the interval. This is a special case of the following situation:

${\displaystyle I=\int _{x_{1}}^{x_{2}}f_{1}(x)H(x)dx=0,\,}$

for any ${\displaystyle f_{1}(x)}$ with one derivative that vanishes at the endpoints on the interval. If ${\displaystyle H(x)>0}$ at a point ${\displaystyle {\hat {x}},}$ then there is an interval surrounding ${\displaystyle {\hat {x}}}$ where H is positive. We may choose ${\displaystyle f_{1}}$ to vanish outside that interval, and to be non-negative inside. With this choice, ${\displaystyle I>0,}$ which is a contradiction. There is a similar argument if ${\displaystyle H(x)<0}$ at a point ${\displaystyle {\hat {x}}}$. We conclude that

${\displaystyle {\frac {d}{dx}}\left[{\frac {\frac {df_{0}}{dx}}{\sqrt {1+\left({\frac {df_{0}}{dx}}\right)^{2}}}}\right]=0.\,}$

It follows from this equation that

${\displaystyle {\frac {d^{2}f_{0}}{dx^{2}}}=0,}$

and hence the extremals are straight lines.

A similar calculation holds in the general case where

${\displaystyle A[f]=\int _{x_{1}}^{x_{2}}L(x,f,f')\,dx\,}$

with

${\displaystyle f'(x)={\frac {df}{dx}},\,}$

and f is required to have two continuous derivatives. In that case, an extremal ${\displaystyle f_{0}}$ will satisfy the Euler-Lagrange equation

${\displaystyle -{\frac {d}{dx}}{\frac {\partial L}{\partial f'}}+{\frac {\partial L}{\partial f}}=0.\,}$

The Euler-Lagrange equation is a necessary condition for an extremal. but its satisfaction does not guarantee that the solution is in fact an extremal. Sufficient conditions for an extremal are discussed in the references.

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 a extremal may be regarded as a weak form of the Euler-Lagrange equation. The theorem of du Bois Raymond 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

${\displaystyle {\frac {\partial ^{2}L}{(\partial f')^{2}}}\neq 0,}$

then ${\displaystyle f_{0}}$ has two continuous derivatives, and it satisfies the Euler-Lagrange equation.

Fermat's principle states that light takes a path that (locally) minimizes the optical length between its endpoints. If the x-coordinate is chosen as the parameter along the path, and ${\displaystyle y=f(x)}$ along the path, then the optical length is given by

${\displaystyle A[f]=\int _{x=x_{0}}^{x_{1}}n(x,f(x)){\sqrt {1+f'(x)^{2}}}dx,\,}$

where the refractive index ${\displaystyle n(x,y)}$ depends upon the material. If we try ${\displaystyle f(x)=f_{0}(x)+\epsilon f_{1}(x)}$ then the first variation of A (the derivative of A with respect to ε) is

${\displaystyle \delta A[f_{0},f_{1}]=\int _{x=x_{0}}^{x_{1}}\left[{\frac {n(x,f_{0})f_{0}'(x)f_{1}'(x)}{\sqrt {1+f_{0}'(x)^{2}}}}+n_{y}(x,f_{0})f_{1}\right]dx\,}$

After integration by parts of the first term within brackets, we obtain the Euler-Lagrange equation

${\displaystyle -{\frac {d}{dx}}\left[{\frac {n(x,f_{0})f_{0}'}{\sqrt {1+f_{0}'^{2}}}}\right]+n_{y}(x,f_{0})=0.\,}$

The light rays may be determined by integrating this equation.

There is a discontinuity of the refractive index when light enters or leaves a lens. Let

${\displaystyle n(x,y)=n_{-}\quad {\hbox{if}}\quad x<0,\,}$

${\displaystyle n(x,y)=n_{+}\quad {\hbox{if}}\quad x>0,\,}$

where ${\displaystyle n_{-}}$ and ${\displaystyle n_{+}}$ are constants. Then the Euler-Lagrange 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 Euler-Lagrange equations, the first variation takes the form

${\displaystyle \delta A[f_{0},f_{1}]=f_{1}(0)\left[n_{-}{\frac {f_{0}'(0_{-})}{\sqrt {1+f_{0}'(0_{-})^{2}}}}-n_{+}{\frac {f_{0}'(0_{+})}{\sqrt {1+f_{0}'(0_{+})^{2}}}}\right].\,}$

The factor multiplying ${\displaystyle n_{-}}$ is the sine of angle of the incident ray with the x axis, and the factor multiplying ${\displaystyle n_{+}}$ 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.

It is expedient to use vector notation: let ${\displaystyle X=(x_{1},x_{2},x_{3}),}$ let t be a parameter, let ${\displaystyle X(t)}$ be the parametric representation of a curve C, and let ${\displaystyle {\dot {X}}(t)}$ be its tangent vector. The optical length of the curve is given by

${\displaystyle A[C]=\int _{t=t_{0}}^{t_{1}}n(X){\sqrt {{\dot {X}}\cdot {\dot {X}}}}dt.\,}$

Note that this integral is invariant with respect to changes in the parametric representation of C. The Euler-Lagrange equations for a minimizing curve have the symmetric form

${\displaystyle {\frac {d}{dt}}P={\sqrt {{\dot {X}}\cdot {\dot {X}}}}\nabla n,\,}$

where

${\displaystyle P={\frac {n(x){\dot {X}}}{\sqrt {{\dot {X}}\cdot {\dot {X}}}}}.\,}$

It follows from the definition that P satisfies

${\displaystyle P\cdot P=n(X)^{2}.\,}$

Therefore the integral may also be written as

${\displaystyle A[C]=\int _{t=t_{0}}^{t_{1}}P\cdot {\dot {X}}\,dt.\,}$

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.

The wave equation for an inhomogeneous medium is

${\displaystyle u_{tt}=c^{2}\nabla \cdot \nabla u,\,}$

where c is the propagation velocity, which generally depends upon X. Wave fronts for light are characteristic surfaces for this partial differential equation: they satisfy

${\displaystyle \varphi _{t}^{2}=c(X)^{2}\nabla \varphi \cdot \nabla \varphi .\,}$

We may look for solutions in the form

${\displaystyle \varphi (t,X)=t-\psi (X).\,}$

In that case, ψ satisfies

${\displaystyle \nabla \psi \cdot \nabla \psi =n^{2},\,}$

where ${\displaystyle n=1/c.}$ According to the theory of first order partial differential equations, if ${\displaystyle P=\nabla \psi ,}$ then P satisfies

${\displaystyle {\frac {dP}{ds}}=2n\nabla n,\,}$

along a system of curves (the light rays) that are given by

${\displaystyle {\frac {dX}{ds}}=P.\,}$

These equations for solution of a first-order partial differential equation are identical to the Euler-Lagrange equations if we make the identification

${\displaystyle {\frac {ds}{dt}}={\frac {\sqrt {{\dot {X}}\cdot {\dot {X}}}}{n}}.\,}$

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 Hamilton-Jacobi theory, which applies to more general variational problems.

The action (physics) was defined by Hamilton to be the difference

${\displaystyle L=T-U,\,}$

where T is the kinetic energy of a mechanical system and U is the potential energy. Hamilton's principle (or the action principle) states that the motion of a mechanical system is such that the action integral

${\displaystyle A[C]=\int _{t=t_{0}}^{t_{1}}L(X,{\dot {X}})dt\,}$

is stationary with respect to variations in the path X(t). The Euler-Lagrange equations for this system are known as Lagrange's equations:

${\displaystyle {\frac {d}{dt}}{\frac {\partial L}{\partial {\dot {X}}}}={\frac {\partial L}{\partial X}},\,}$

and they are equivalent to Newton's equations of motion.

The conjugate momenta P are defined by

${\displaystyle P={\frac {\partial L}{\partial {\dot {X}}}}.\,}$

For example, if

${\displaystyle T={\frac {1}{2}}m{\dot {x}}^{2},\,}$

then

${\displaystyle P=m{\dot {x}}.\,}$

Hamiltonian mechanics results if the conjugate momenta are introduced in place of ${\displaystyle {\dot {X}}}$, and the Lagrangian L is replaced by the Hamiltonian H defined by

${\displaystyle H(X,P)=-L(X,{\dot {X}})+P\cdot {\dot {X}}.\,}$

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 Hamilton-Jacobi equation:

${\displaystyle {\frac {\partial \psi }{\partial t}}+H(X,\nabla \psi )=0.\,}$

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:

${\displaystyle U[\varphi ]=\iint _{D}{\sqrt {1+\nabla \varphi \cdot \nabla \varphi }}dx\,dy.\,}$

Plateau's problem consists in finding a function that minimizes the surface area while assuming prescribed values on the boundary of D; the solutions are called minimal surfaces. The Euler-Lagrange equation for this problem is nonlinear:

${\displaystyle \varphi _{xx}(1+\varphi _{y}^{2})+\varphi _{yy}(1+\varphi _{x}^{2})-2\varphi _{x}\varphi _{y}\varphi _{xy}=0.\,}$

See Courant(1950) for details.

It is often sufficient to consider only small displacements of the membrane, whose energy difference from no displacement is approximated by

${\displaystyle V[\varphi ]={\frac {1}{2}}\iint _{D}\nabla \varphi \cdot \nabla \varphi \,dx\,dy.\,}$

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 ${\displaystyle V[u+\epsilon v]}$ must vanish:

${\displaystyle {\frac {d}{d\epsilon }}V[u+\epsilon v]|_{\epsilon =0}=\iint _{D}\nabla u\cdot \nabla v\,dx\,dy=0.\,}$

Provided that u has two derivatives, we may apply the divergence theorem to obtain

${\displaystyle \iint _{D}\nabla \cdot (v\nabla u)\,dx\,dy=\iint _{D}\nabla u\cdot \nabla v+v\nabla \cdot \nabla u\,dx\,dy+\int _{C}v{\frac {\partial u}{\partial n}}ds,\,}$

where C is the boundary of D, s is arclength along C and ${\displaystyle \partial u/\partial n}$ is the normal derivative of u on C. Since v vanishes on C and the first variation vanishes, the result is

${\displaystyle \iint _{D}v\nabla u\cdot \nabla u\,dx\,dy=0\,}$

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

${\displaystyle \nabla \cdot \nabla u=0\,}$ 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 Dirichlet's principle in honor of his teacher Dirichlet. However Weierstrass gave an example of a variational problem with no solution: minimize

${\displaystyle W[\varphi ]=\int _{-1}^{1}(x\varphi ')^{2}\,dx\,}$

among all functions φ that satisfy ${\displaystyle \varphi (-1)=-1}$ and ${\displaystyle \varphi (1)=1.}$ 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://www.meta-religion.com/Mathematics/Biography/riemann.htm. 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 Li-Jost (1998).

A more general expression for the potential energy of a membrane is

${\displaystyle v[\varphi ]=\iint _{D}\left[{\frac {1}{2}}\nabla \varphi \cdot \nabla \varphi +f(x,y)\varphi \right]\,dx\,dy\,+\int _{C}\left[{\frac {1}{2}}\sigma (s)\varphi ^{2}+g(s)\varphi \right]\,ds.}$

This corresponds to an external force density ${\displaystyle f(x,y)}$ in D, an external force ${\displaystyle g(s)}$ on the boundary C, and elastic forces with modulus ${\displaystyle \sigma (s)}$ 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 ${\displaystyle V[u+\epsilon v]}$ is given by

${\displaystyle \iint _{D}\left[\nabla u\cdot \nabla v+fv\right]\,dx\,dy+\int _{C}\left[\sigma uv+gv\right]\,ds=0.\,}$

If we apply the divergence theorem, the result is

${\displaystyle \iint _{D}\left[-v\nabla \cdot \nabla u+vf\right]\,dx\,dy+\int _{C}v\left[{\frac {\partial u}{\partial n}}+\sigma u+g\right]\,ds=0.\,}$

If we first set v=0 on C, the boundary integral vanishes, and we conclude as before that

${\displaystyle -\nabla \cdot \nabla u+f=0\,}$

in D. Then if we allow v to assume arbitrary boundary values, this implies that u must satisfy the boundary condition

${\displaystyle {\frac {\partial u}{\partial n}}+\sigma u+g=0,\,}$

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 ${\displaystyle \sigma }$ vanishes identically on C. In such a case, we could allow a trial function ${\displaystyle \varphi \equiv c}$, where c is a constant. For such a trial function,

${\displaystyle V[c]=c\left[\iint _{D}f\,dx\,dy+\int _{C}gds\right].}$

By appropriate choice of c, V can assume any value unless the quantity insider the brackets vanishes. Therefore the variational problem is meaningless unless

${\displaystyle \iint _{D}f\,dx\,dy+\int _{C}g\,ds=0.\,}$

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).

Both one-dimensional and multi-dimensional eigenvalue problems can be formulated as variational problems.

The Sturm-Liouville eigenvalue problem involves a general quadratic form

${\displaystyle Q[\varphi ]=\int _{x_{1}}^{x_{2}}\left[p(x)\varphi '(x)^{2}+q(x)\varphi (x)^{2}\right]\,dx,\,}$

where φ is restricted to functions that satisfy the boundary conditions

${\displaystyle \varphi (x_{1})=0,\quad \varphi (x_{2})=0.\,}$

Let R be a normalization integral

${\displaystyle R[\varphi ]=\int _{x_{1}}^{x_{2}}r(x)\varphi (x)^{2}\,dx.\,}$

The functions ${\displaystyle p(x)}$ and ${\displaystyle r(x)}$ 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 Euler-Lagrange equation for the minimizing u is

${\displaystyle -(pu')'+qu-\lambda ru=0,\,}$

where λ is the quotient

${\displaystyle \lambda ={\frac {Q[u]}{R[u]}}.\,}$

It can be shown (see Gelfand and Fomin 1963) that the minimizing u has two derivatives and satisfies the Euler-Lagrange equation. The associated λ will be denoted by ${\displaystyle \lambda _{1}}$; it is the lowest eigenvalue for this equation and boundary conditions. The associated minimizing function will be denoted by ${\displaystyle u_{1}(x)}$. This variational characterization of eigenvalues leads to the Rayleigh-Ritz method: choose an approximating u as a linear combination of basis functions (for example trigonometric functions) and carry out a finite-dimensional 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

${\displaystyle \int _{x_{1}}^{x_{2}}r(x)u_{1}(x)\varphi (x)\,dx=0.\,}$

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

${\displaystyle Q[\varphi ]=\int _{x_{1}}^{x_{2}}\left[p(x)\varphi '(x)^{2}+q(x)\varphi (x)^{2}\right]\,dx+a_{1}\varphi (x_{1})^{2}+a_{2}\varphi (x_{2})^{2},\,}$

where ${\displaystyle a_{1}}$ and ${\displaystyle a_{2}}$ are arbitrary. If we set ${\displaystyle \varphi =u+\epsilon v}$ the first variation for the ratio ${\displaystyle Q/R}$ is

${\displaystyle V_{1}={\frac {2}{R[u]}}\left(\int _{x_{1}}^{x_{2}}\left[p(x)u'(x)v'(x)+q(x)u(x)v(x)-\lambda u(x)v(x)\right]\,dx+a_{1}u(x_{1})v(x_{1})+a_{2}u(x_{2})v(x_{2})\right),\,}$

where λ is given by the ratio ${\displaystyle Q[u]/R[u]}$ as previously. After integration by parts,

${\displaystyle {\frac {R[u]}{2}}V_{1}=\int _{x_{1}}^{x_{2}}v(x)\left[-(pu')'+qu-\lambda ru\right]\,dx+v(x_{1})[-p(x_{1})u'(x_{1})+a_{1}u(x_{1})]+v(x_{2})[p(x_{2}u'(x_{2})+a_{2}u(x_{2}).\,}$

If we first require that v vanish at the endpoints, the first variation will vanish for all such v only if

${\displaystyle -(pu')'+qu-\lambda ru=0\quad {\hbox{for}}\quad x_{1}<x<x_{2}.\,}$

If u satisfies this condition, then the first variation will vanish for arbitrary v only if

${\displaystyle -p(x_{1})u'(x_{1})+a_{1}u(x_{1})=0,\quad {\hbox{and}}\quad p(x_{2}u'(x_{2})+a_{2}u(x_{2})=0.\,}$

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 higher dimensions are defined in analogy with the one-dimesional case. For example, given a domain D with boundary B in three dimensions we may define

${\displaystyle Q[\varphi ]=\iiint _{D}p(X)\nabla \varphi \cdot \nabla \varphi +q(X)\varphi ^{2}\,dx\,dy\,dz+\iint _{B}\sigma (S)\varphi ^{2}\,dS,\,}$

and

${\displaystyle R[\varphi ]=\iiint _{D}r(X)\varphi (X)^{2}\,dx\,dy\,dz.\,}$

Let u be the function that minimizes the quotient ${\displaystyle Q[\varphi ]/R[\varphi ],}$ with no condition prescribed on the boundary B. The Euler-Lagrange equation satisfied by u is

${\displaystyle -\nabla \cdot (p(X)\nabla u)+q(x)u-\lambda r(x)u=0,\,}$

where

${\displaystyle \lambda ={\frac {Q[u]}{R[u]}}.\,}$

The minimizing u must also satisfy the natural boundary condition

${\displaystyle p(S){\frac {\partial u}{\partial n}}+\sigma (S)u=0,}$

on the boundary B. This result depends upon the regularity theory for elliptic partial differential equations; see Jost and Li-Jost (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).

• Isoperimetric inequality
• Variational principle
• Fermat's principle
• Principle of least action
• Infinite-dimensional optimization
• Functional analysis
• Perturbation methods

• 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: Mathods of Mathematical Physics, Vol I. Interscience Press, 1953.
• Elsgolc, L.E.: Calculus of Variations, Pergamon Press Ltd., 1962
• Jost, J. and X. Li-Jost: Calculus of Variations. Cambridge University Press, 1998.

• Chapter III: Introduction to the calculus of variations by Johan Byström, Lars-Erik Persson, and Fredrik Strömberg
• PlanetMath.org: Calculus of variations
• Wolfram Research's MathWorld: Calculus of Variations
• Example problems in the calculus of variations