## Introduction to Mechanics of Deformable Solids |

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Page 3

3 Problems 6 chapter 2 Time - independent behavior in

2 . 1 Bars Tested in

Elongation to Strain 10 2 . 3 Idealizations of Time - independent Behavior in ...

3 Problems 6 chapter 2 Time - independent behavior in

**tension**and compression2 . 1 Bars Tested in

**Tension**9 2 . 2 Reduction from Force to Stress and fromElongation to Strain 10 2 . 3 Idealizations of Time - independent Behavior in ...

Page 22

12 Brittle behavior in

and G . Lianis , On the Exhaustion of Ductility of E - Steel in

Compressive Pre - strain , Welding J . , vol . 39 , p . 118 - s . 0 . 02 curves and the

...

12 Brittle behavior in

**tension**. Data on E steel from D . C . Drucker , C . Mylonas ,and G . Lianis , On the Exhaustion of Ductility of E - Steel in

**Tension**FollowingCompressive Pre - strain , Welding J . , vol . 39 , p . 118 - s . 0 . 02 curves and the

...

Page 433

... 144 in bending , 111 - 143 in

walled spheres , 186 with fixed spacing , 187 with Auid spacing , 188 of thin -

walled tubes , 291 under interior pressure , 192 under pressure plus

312 , 315 ...

... 144 in bending , 111 - 143 in

**tension**, 100 plus torsion , 298 , 302 of thin -walled spheres , 186 with fixed spacing , 187 with Auid spacing , 188 of thin -

walled tubes , 291 under interior pressure , 192 under pressure plus

**tension**,312 , 315 ...

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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