## Introduction to Mechanics of Deformable Solids |

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Page 168

If uniformity along the entire length of the

distribution of stress on the end cross sections which will keep the end cross

sections plane as well . ( Of course , this is precisely the distribution of stress

enforced ...

If uniformity along the entire length of the

**shaft**is possible , there must be somedistribution of stress on the end cross sections which will keep the end cross

sections plane as well . ( Of course , this is precisely the distribution of stress

enforced ...

Page 170

Examine the homogeneous square

tubes provide no guide to the solution , because only a circular solid or hollow

Examine the homogeneous square

**shaft**first ( Fig . 8 . 10 ) . Concentric circulartubes provide no guide to the solution , because only a circular solid or hollow

**shaft**can result from their combination . It is easy to see that no reliance can be ...Page 171

Rotation of 90 ° about the axis of the

does end - for - end rotation about A - A ' . If zero shear strain is to correspond to

the zero shear stress at the corners of the square , the right angle between the

edge ...

Rotation of 90 ° about the axis of the

**shaft**leaves the picture unchanged , asdoes end - for - end rotation about A - A ' . If zero shear strain is to correspond to

the zero shear stress at the corners of the square , the right angle between the

edge ...

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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