## Introduction to Mechanics of Deformable Solids |

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Page 174

Compute and

combined cross section of the inner and the outer cylinder : A . Immediately upon

application of T B . After a long time has elapsed 8 . 10 A 3 - in . - diameter 15 - in

.

Compute and

**sketch**the distribution of shear stress and shear strain over thecombined cross section of the inner and the outer cylinder : A . Immediately upon

application of T B . After a long time has elapsed 8 . 10 A 3 - in . - diameter 15 - in

.

Page 224

11.7 Components of stress on an inclined plane in a biaxial stress field o a , Oc .

The two - dimensional

situation must always be kept in mind . Zero values are significant numbers , not ...

11.7 Components of stress on an inclined plane in a biaxial stress field o a , Oc .

The two - dimensional

**sketch**is adequate , but the true three - dimensionalsituation must always be kept in mind . Zero values are significant numbers , not ...

Page 258

001 in . in diameter , and twisted through 0 . 5o . A . Find the principal strains in

the surface , and show their orientation on a

normal strain en in the surface at + 30° and at - 30° to the circumferential

direction .

001 in . in diameter , and twisted through 0 . 5o . A . Find the principal strains in

the surface , and show their orientation on a

**sketch**of the tube . B . Find thenormal strain en in the surface at + 30° and at - 30° to the circumferential

direction .

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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