## Introduction to Mechanics of Deformable Solids |

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Page 104

P , or P2 P ,

Plot of P , and P2 versus R for Fig . 6 . 5 . ( Forces are drawn to the same scale as

in Fig . 6 . 5 . ) Residual PT R or P , or P . 2 0014 , RY - R / | Permanent set P ...

P , or P2 P ,

**unloading**from Rc Residual PT RY P2**unloading**from Rc Fig . 6 . 6Plot of P , and P2 versus R for Fig . 6 . 5 . ( Forces are drawn to the same scale as

in Fig . 6 . 5 . ) Residual PT R or P , or P . 2 0014 , RY - R / | Permanent set P ...

Page 123

E . For a linear Kelvin idealization which is loaded abruptly to a moment M , kept

at M for a long time tk , then

subsequent time : 1 . ... What is the value of 0 immediately upon

E . For a linear Kelvin idealization which is loaded abruptly to a moment M , kept

at M for a long time tk , then

**unloaded**abruptly to M = 0 and kept at zero for allsubsequent time : 1 . ... What is the value of 0 immediately upon

**unloading**? 4 .Page 150

28 Residual stress on

Perfectly plastic ; ( b ) work - hardening . T NA for

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

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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