## Introduction to Mechanics of Deformable Solids |

### From inside the book

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Page 55

Instead , one circle in one

and the angular rotations of all the other circles measured with respect to it . Do

the outer and the inner circles at a given

...

Instead , one circle in one

**cross section**of the tube can be taken as referenceand the angular rotations of all the other circles measured with respect to it . Do

the outer and the inner circles at a given

**cross section**, as well as the concentric...

Page 168

9 Axial symmetry , uniformity along length , and " same ” end conditions lead to a

contradiction if radial lines distort in the

two ...

9 Axial symmetry , uniformity along length , and " same ” end conditions lead to a

contradiction if radial lines distort in the

**cross section**or warp out of the**cross****section**. conditions , symmetry requires the**cross section**midway between thetwo ...

Page 171

The warping of each and every

8.11a for the reference

the ends . If each

...

The warping of each and every

**cross section**which results is as shown in Fig .8.11a for the reference

**cross section**of zero rotation which lies halfway betweenthe ends . If each

**cross section**warps in exactly the same way to the same extent...

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actual addition angle answer applied assemblage axial axis beam behavior bending circle circular column combined components compression compressive stress computed 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 viscous yield zero