## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 46

Page 55

outward along the radius , all points on the

amount . Similarly , the circumferential displacement of each of the points of the

outward along the radius , all points on the

**circle**must move outward by the sameamount . Similarly , the circumferential displacement of each of the points of the

**circle**must be the same . Therefore , at each stage in the twisting deformation ...Page 228

The line joining points 1 and 3 is a diameter of the Mohr ' s

components of stress acting on any plane perpendicular to the plane of the paper

. Two points are sufficient to determine the

the on ...

The line joining points 1 and 3 is a diameter of the Mohr ' s

**circle**for thecomponents of stress acting on any plane perpendicular to the plane of the paper

. Two points are sufficient to determine the

**circle**, because its center must lie onthe on ...

Page 230

6 ) ( d )

calculation is simple and direct and should not be skipped . The result , however ,

can be written down without going through the entire process of summation of

forces ...

6 ) ( d )

**Circle**is traced out as B goes from 0 to 180° ( see Fig . 11 . 8 ) . Thecalculation is simple and direct and should not be skipped . The result , however ,

can be written down without going through the entire process of summation of

forces ...

### 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 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 statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero