example 30.35 From single crystals to the isotropic aggregate

open in the book · parts/03-classical-mechanics/13-continuum-elasticity.tex:1153 · p. 1019

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example 30.35: From single crystals to the isotropic aggregate30.35proposition 30.34: Minimum of the potential energy30.34proposition 30.33: Conversion among the moduli30.33proposition 30.30: Stability bounds30.30proposition 30.23: Virtual work; the weak form30.23proof : ch:13-continuum-elasticity@proof-16proofdefinition 30.31: The engineering moduli30.31phenomenon 30.32: Poisson contraction30.32definition 30.63: Flexural rigidity30.63proposition A.682: The plane-stress lawA.682proposition 30.44: The speed ratio is fixed by Poisson's ratio30.44remark 30.36: How the moduli are actually measured30.36proof : ch:13-continuum-elasticity@proof-15proof

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depends_on Minimum of the potential energy declared parts/03-classical-mechanics/13-continuum-elasticity.tex:1191
depends_on Conversion among the moduli declared parts/03-classical-mechanics/13-continuum-elasticity.tex:1191