proof ch:13-continuum-elasticity@proof-28

open in the book · parts/03-classical-mechanics/13-continuum-elasticity.tex:1930

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proof : ch:13-continuum-elasticity@proof-28proofphenomenon 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 30.55: Beyond the critical load: the elastica30.55remark 30.68: Shells carry load in a different way30.68

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proves Euler buckling declared parts/03-classical-mechanics/13-continuum-elasticity.tex:1930