## Introduction to Mechanics of Deformable Solids |

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Page 103

5

working load Rv to some fraction of the load for first yield , RY , say Rv > 1 . 7

Continuation of the loading beyond RY causes continued stretching of the tubes .

5

**shows**tube 2 reaching yield first ( point Y ) . Many design specifications limit theworking load Rv to some fraction of the load for first yield , RY , say Rv > 1 . 7

Continuation of the loading beyond RY causes continued stretching of the tubes .

Page 165

7

) . Even Fig . 8 . 3 for just two concentric tubes

of the initial yield value , as does Fig . 7 . 5 for the assemblage in bending .

7

**shows**that first yield is most difficult to observe , just as in the beam ( Fig . 7 . 26) . Even Fig . 8 . 3 for just two concentric tubes

**shows**the beginning of the blurringof the initial yield value , as does Fig . 7 . 5 for the assemblage in bending .

Page 215

10

isotropic , with inelastic properties unaffected by hydrostatic pressure and with

the same properties in tension and compression , the information which fills in the

...

10

**shows**B ' , D , B * , B ' * , D ' established from B . In fact , if a material is fullyisotropic , with inelastic properties unaffected by hydrostatic pressure and with

the same properties in tension and compression , the information which fills in the

...

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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