theorem 16.22 Euler–Lagrange

open in the book · parts/02-mathematical-methods/14-calculus-of-variations.tex:646 · p. 638

Rests on

Supports

Neighborhood

Every logical edge within two steps of this node.

theorem 16.22: Euler–Lagrange16.22equation 16.15: eq:calcvar-first-variation16.15lemma 16.20: Mixed form16.20proposition 16.16: Stationarity is necessary16.16definition 16.62: Field of extremals; slope function16.62phenomenon 30.52: Euler buckling30.52proposition 29.39: Steady precession29.39theorem 16.35: System of Euler–Lagrange equations16.35theorem 16.31: Natural boundary condition16.31proof : ch:14-calculus-of-variations@proof-11prooftheorem 16.38: Euler–Poisson equation16.38corollary 7.44: Substitution and integration by parts7.44lemma 16.19: du Bois-Reymond16.19theorem 16.43: Euler's rule for integral constraints16.43proof : ch:14-calculus-of-variations@proof-10proofdefinition 16.15: Variation; the first variation16.15definition 16.13: Weak and strong extrema16.13lemma 7.33: Fermat: interior extremum7.33theorem 16.51: Legendre's necessary condition16.51proof : ch:14-calculus-of-variations@proof-6proofdefinition 6.17: Simply connected space6.17definition 23.52: Lagrangian family; caustic23.52remark 23.8: The action as a function, not a functional23.8theorem 16.63: Hilbert's invariant integral16.63theorem 16.64: Weierstrass' sufficient condition16.64proposition 30.51: Moment and curvature30.51example 30.53: A steel rod buckles at a twentieth of its crushing load30.53remark 30.54: Other end conditions, and what buckling is variationally30.54remark 30.55: Beyond the critical load: the elastica30.55remark 30.68: Shells carry load in a different way30.68proof : ch:13-continuum-elasticity@proof-28proofequation 29.35: eq:rigid-top-lagrangian29.35proof : ch:12-rigid-body-rotating-frames@proof-26proofproposition 16.6: The isoperimetric extremal is a circle16.6theorem 16.41: Multiplier rule for pointwise constraints16.41proof : ch:14-calculus-of-variations@proof-19prooflemma 16.18: Fundamental lemma16.18remark 30.67: Germain, Kirchhoff, and the edge conditions30.67theorem A.691: Kirchhoff's edge conditions and the corner forceA.691theorem 16.32: Transversality16.32neighborhood truncated

Edges

typedirectionnode provenancewhere
depends_on eq:calcvar-first-variation declared parts/02-mathematical-methods/14-calculus-of-variations.tex:656
depends_on Mixed form declared parts/02-mathematical-methods/14-calculus-of-variations.tex:656
depends_on Stationarity is necessary declared parts/02-mathematical-methods/14-calculus-of-variations.tex:656
depends_on Field of extremals; slope function declared parts/02-mathematical-methods/14-calculus-of-variations.tex:1866
depends_on Euler buckling declared parts/03-classical-mechanics/13-continuum-elasticity.tex:1927
depends_on Steady precession declared parts/03-classical-mechanics/12-rigid-body-rotating-frames.tex:1430
depends_on System of Euler–Lagrange equations declared parts/02-mathematical-methods/14-calculus-of-variations.tex:993
depends_on Natural boundary condition declared parts/02-mathematical-methods/14-calculus-of-variations.tex:861
proves ch:14-calculus-of-variations@proof-11 declared parts/02-mathematical-methods/14-calculus-of-variations.tex:660