Introduction to Mechanics of Deformable Solids |
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Page 133
... Residual stress in each bar , 1 sec after the abrupt removal of M. 5. Residual strain in each bar at a very long time ta following the removal of Mc E. Assume a nonlinear Maxwell material with modulus E * , viscosity coefficient c , and ...
... Residual stress in each bar , 1 sec after the abrupt removal of M. 5. Residual strain in each bar at a very long time ta following the removal of Mc E. Assume a nonlinear Maxwell material with modulus E * , viscosity coefficient c , and ...
Page 150
... Residual stress on unloading from M > MY in a doubly sym- metric beam . ( a ) Perfectly plastic ; ( b ) work - hardening . σο NA for unloading from fully plastic state NA for original elastic loading X L X K ( a ) ΕΘΙΣ + Το ( b ) ( c ) ...
... Residual stress on unloading from M > MY in a doubly sym- metric beam . ( a ) Perfectly plastic ; ( b ) work - hardening . σο NA for unloading from fully plastic state NA for original elastic loading X L X K ( a ) ΕΘΙΣ + Το ( b ) ( c ) ...
Page 183
... Residual stress Unloading from an elastic - plastic state produced by p . with Pb = 0 leaves a residual compression at the inside and a much smaller residual tension at the outside of a thick - walled sphere . Suppose , as in Fig . 9.8 ...
... Residual stress Unloading from an elastic - plastic state produced by p . with Pb = 0 leaves a residual compression at the inside and a much smaller residual tension at the outside of a thick - walled sphere . Suppose , as in Fig . 9.8 ...
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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