## Introduction to Mechanics of Deformable Solids |

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Page 133

strain in each bar at a very long time tz following the removal of M . E . Assume a

nonlinear Maxwell material with modulus E * , viscosity coefficient c , and

exponent ...

**Residual**stress in each bar , 1 sec after the abrupt removal of M . 5 .**Residual**strain in each bar at a very long time tz following the removal of M . E . Assume a

nonlinear Maxwell material with modulus E * , viscosity coefficient c , and

exponent ...

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28

Perfectly plastic ; ( b ) work - hardening . T NA for unloading from fully plastic state

NA for original elastic loading TO ( b ) Fig . 7 . 29 Single plane of symmetry .

28

**Residual**stress on unloading from M > MY in a doubly symmetric beam . ( a )Perfectly plastic ; ( b ) work - hardening . T NA for unloading from fully plastic state

NA for original elastic loading TO ( b ) Fig . 7 . 29 Single plane of symmetry .

Page 183

0 leaves a

tension at the outside of a thick - walled sphere . Suppose , as in Fig . 9 . 8 , that b

/ a ...

**Residual**stress Unloading from an elastic - plastic state produced by pa with po =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 , that b

/ a ...

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 versus viscous yield zero