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Finite strain theory - Wikipedia
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SOLVED:3.49. Determine the shear angle Ye} for the deformation (Fig. 3-22). Ans Y2a sin 2/v7 Problem 3.47 3.50. Given the displacement field *1 =X, +2X3, 82 = Xq ~ 2X3, %3 =
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Infinitesimal Strain Theory
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Extension of finite-strain equations of state to ultra-high pressure - ScienceDirect
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Applied Mechanics of Solids (A.F. Bower) Chapter 3: Constitutive laws - 3.9 Finite strain plasticity
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