## Introduction to Mechanics of Deformable Solids |

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Page 104

P , or P2 P ,

Rc Residual PT Fig . 6 . 6 Plot of P , and P , versus R for Fig . 6 . 5 . ( Forces are

drawn to the same scale as in Fig . 6 . 5 . ) R or P , or P . 2 Re RY002A21 _ ...

P , or P2 P ,

**unloading**from Rc Residual Pi " / Piy - RY ER Rc Pq**unloading**fromRc Residual PT Fig . 6 . 6 Plot of P , and P , versus R for Fig . 6 . 5 . ( Forces are

drawn to the same scale as in Fig . 6 . 5 . ) R or P , or P . 2 Re RY002A21 _ ...

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 ; ( 6 ) work - hardening . 00 NA for

state - NA for original elastic loading - - - σοΕΘΑΝ 100 ( b ) ( a ) Fig . 7 . 29 Single

...

28 Residual stress on

**unloading**from M > MY in a doubly symmetric beam . ( a )Perfectly plastic ; ( 6 ) work - hardening . 00 NA for

**unloading**from fully plasticstate - NA for original elastic loading - - - σοΕΘΑΝ 100 ( b ) ( a ) Fig . 7 . 29 Single

...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero