Introduction to Mechanics of Deformable Solids |
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Page 7
... Nonlinear materials 197 9.4 Problems 197 10.1 Superposition of Solutions 199 10.2 Problems 205 197 10.3 The Thin ... Nonlinear Isotropic Stress - Strain Relations by Modification of the Linear 270 Nonlinear - elastic 270 Nonlinear ...
... Nonlinear materials 197 9.4 Problems 197 10.1 Superposition of Solutions 199 10.2 Problems 205 197 10.3 The Thin ... Nonlinear Isotropic Stress - Strain Relations by Modification of the Linear 270 Nonlinear - elastic 270 Nonlinear ...
Page 8
... Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb = 0 298 Thick - walled nonlinear - viscous cylinder , Pa = p = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) ...
... Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb = 0 298 Thick - walled nonlinear - viscous cylinder , Pa = p = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) ...
Page 276
... Nonlinear - elastic ; ( b ) linear - elastic ; ( c ) stretching of unit cube ; ( d ) shearing of unit cube . 12.4 STRAIN ENERGY AND COMPLEMENTARY ENERGY DENSITY IN ELASTIC MATERIALS The procedure in Sec . 12.3 for deriving nonlinear ...
... Nonlinear - elastic ; ( b ) linear - elastic ; ( c ) stretching of unit cube ; ( d ) shearing of unit cube . 12.4 STRAIN ENERGY AND COMPLEMENTARY ENERGY DENSITY IN ELASTIC MATERIALS The procedure in Sec . 12.3 for deriving nonlinear ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero