## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 53

Page 171

If zero shear strain is to correspond to the zero shear stress at the corners of the

square , the right angle between the edge parallel to the axis of the shaft and

each of the perpendicular lines on the faces prior to

If zero shear strain is to correspond to the zero shear stress at the corners of the

square , the right angle between the edge parallel to the axis of the shaft and

each of the perpendicular lines on the faces prior to

**twisting**must remain a right ...Page 174

A

the distribution of shear stress and shear strain over the combined cross section

of the inner and the outer cylinder : A . Immediately upon application of T B .

A

**twisting**moment T is applied abruptly to the assemblage . Compute and sketchthe distribution of shear stress and shear strain over the combined cross section

of the inner and the outer cylinder : A . Immediately upon application of T B .

Page 235

A . Find the components of normal and shear stress on the cross - sectional plane

( the plane perpendicular to the axis of tube ) , and compute the

T and the axial pull P . B . Show that the interior ( gage ) pressure is zero .

A . Find the components of normal and shear stress on the cross - sectional plane

( the plane perpendicular to the axis of tube ) , and compute the

**twisting**momentT and the axial pull P . B . Show that the interior ( gage ) pressure is zero .

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example 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 plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tube twisting uniform virtual viscous yield zero