Introduction to Mechanics of Deformable Solids |
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Page 72
... compression . Of course , the stresses computed from the dead weights alone are not the actual stresses . A normal compressive stress po must be added on every plane through the material . As seen in Fig . 5.1 , the standard tension ...
... compression . Of course , the stresses computed from the dead weights alone are not the actual stresses . A normal compressive stress po must be added on every plane through the material . As seen in Fig . 5.1 , the standard tension ...
Page 154
... stress go . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments 1. M , 2. M ... compressive stress under pure bending . 3. Find the maximum tensile and the maximum compressive stress due to a pure ...
... stress go . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments 1. M , 2. M ... compressive stress under pure bending . 3. Find the maximum tensile and the maximum compressive stress due to a pure ...
Page 233
... compressive stress is sought . When either σ or σ , or both are compressive , the algebraically smaller principal stress must be compressive . Figure ... STRESS PRINCIPAL STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 233.
... compressive stress is sought . When either σ or σ , or both are compressive , the algebraically smaller principal stress must be compressive . Figure ... STRESS PRINCIPAL STRESSES AND PRINCIPAL STRAINS . STRESS AND STRAIN AS TENSORS / 233.
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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