Introduction to Mechanics of Deformable Solids |
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Page 19
... stress and without volume change . The picture is very much like that for the yielding of structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For ...
... stress and without volume change . The picture is very much like that for the yielding of structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For ...
Page 154
... yield stress go . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme- diate ...
... yield stress go . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme- diate ...
Page 210
... yield point of the original material is to be found and if each test is continued well beyond initial yield to establish a T ( TY ) A ( σaY ) σα T 210 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Yield Curves and Surfaces (in Stress ...
... yield point of the original material is to be found and if each test is continued well beyond initial yield to establish a T ( TY ) A ( σaY ) σα T 210 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Yield Curves and Surfaces (in Stress ...
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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