remark 30.55 Beyond the critical load: the elastica

open in the book · parts/03-classical-mechanics/13-continuum-elasticity.tex:2016 · p. 1029

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remark 30.55: Beyond the critical load: the elastica30.55equation 30.7: eq:elast-green-strain30.7phenomenon 30.52: Euler buckling30.52proposition 30.51: Moment and curvature30.51theorem 16.22: Euler–Lagrange16.22example 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 30.68: Shells carry load in a different way30.68proof : ch:13-continuum-elasticity@proof-28proof

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cites Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes, sive solutio problematis isoperimetrici latissimo sensu accepti derived parts/03-classical-mechanics/13-continuum-elasticity.tex:2020
depends_on eq:elast-green-strain declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2038
depends_on Euler buckling declared parts/03-classical-mechanics/13-continuum-elasticity.tex:2038