## Introduction to Mechanics of Deformable Solids |

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Page 25

A

2 is not unreasonable for quasi - static loading . The corresponding factor of

safety against brittle fracture might well exceed 5 , while ensuring against

excessive ...

A

**ratio**of failure , or plastic collapse load , to working load in the neighborhood of2 is not unreasonable for quasi - static loading . The corresponding factor of

safety against brittle fracture might well exceed 5 , while ensuring against

excessive ...

Page 119

The

constant , produce a

when o is constant . Except for n = 1 , which is the special case of the linear

Maxwell ...

The

**ratio**of 2 : 1 for the elastic stresses in bars 3 and 2 would , if maintainedconstant , produce a

**ratio**of 2r in strain rate , because lo de dt 1 do Ex dt 1 blo biowhen o is constant . Except for n = 1 , which is the special case of the linear

Maxwell ...

Page 305

We left unanswered the more difficult question of what happens on the way to the

limit state when y and are increased in constant

= 0 . In the linear - elastic range ( below initial yield ) E ro da = E ( 8 / L ) Tac ...

We left unanswered the more difficult question of what happens on the way to the

limit state when y and are increased in constant

**ratio**from a stressfree state at ø == 0 . In the linear - elastic range ( below initial yield ) E ro da = E ( 8 / L ) Tac ...

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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