Introduction to Mechanics of Deformable Solids |
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Page 6
... Elastic - perfectly plastic idealization 115 Linear - elastic behavior Linear - work - hardening idealization 117 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Linear Maxwell idealization 118 Four - element model and ...
... Elastic - perfectly plastic idealization 115 Linear - elastic behavior Linear - work - hardening idealization 117 Nonlinear Maxwell idealization 119 Linear Kelvin idealization 120 Linear Maxwell idealization 118 Four - element model and ...
Page 102
... perfectly plastic , with yield stress 001 and σ02 respectively , the response at the beginning of loading is the elastic response already computed . This is shown 102 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Elastic-perfectly ...
... perfectly plastic , with yield stress 001 and σ02 respectively , the response at the beginning of loading is the elastic response already computed . This is shown 102 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Elastic-perfectly ...
Page 115
... Elastic - perfectly plastic assemblage of five equal bars ( Fig . 7.2 ) . MY = 500Ah M2 = -M3 = Mo = MoooAh When M is removed , the stresses , strains , forces , elongations , and rotations return to zero , for they started from zero and ...
... Elastic - perfectly plastic assemblage of five equal bars ( Fig . 7.2 ) . MY = 500Ah M2 = -M3 = Mo = MoooAh When M is removed , the stresses , strains , forces , elongations , and rotations return to zero , for they started from zero and ...
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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