definition A.680 Kirchhoff kinematics

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definition A.680: Kirchhoff kinematicsA.680definition 30.6: Linear strain and infinitesimal rotation30.6proposition 30.51: Moment and curvature30.51lemma A.687: Kinetic energyA.687lemma A.681: Strains under the Kirchhoff hypothesisA.681definition 13.91: Symmetric and antisymmetric parts13.91equation 30.2: eq:elast-displacement30.2definition 30.24: The elasticity tensor30.24definition 30.11: Green strain30.11example 30.13: A rigid rotation forges a strain of -θ^2/230.13example 30.10: Simple shear and pure shear are the same strain30.10proposition 30.14: Saint-Venant compatibility is necessary30.14proposition 30.8: The trace is the fractional volume change30.8proposition 30.9: Principal strains30.9proposition 30.7: Strain is a Cartesian tensor of rank two30.7definition 30.31: The engineering moduli30.31equation 30.21: eq:elast-hooke-isotropic30.21definition 30.63: Flexural rigidity30.63phenomenon 30.52: Euler buckling30.52theorem 30.56: The beam equation30.56proof : ch:13-continuum-elasticity@proof-27prooftheorem A.688: The Kirchhoff plate equationA.688proof : app:A-long-proofs@proof-408proofproposition A.684: The plate energyA.684proof : app:A-long-proofs@proof-404proof

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typedirectionnode provenancewhere
depends_on Linear strain and infinitesimal rotation declared appendices/A-long-proofs.tex:33097
depends_on Moment and curvature declared appendices/A-long-proofs.tex:33097
depends_on Kinetic energy declared appendices/A-long-proofs.tex:33402
depends_on Strains under the Kirchhoff hypothesis declared appendices/A-long-proofs.tex:33112