## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 81

Page 5

5 Problems 216 chapter 11 Principal stresses and principal strains . Stress and

strain as tensors 218 11 . 1 General Discussion of Stress 218 11 . 2 Principal

Stresses in Two Dimensions ( Plane Stress ) 224 Principal values

Stress ...

5 Problems 216 chapter 11 Principal stresses and principal strains . Stress and

strain as tensors 218 11 . 1 General Discussion of Stress 218 11 . 2 Principal

Stresses in Two Dimensions ( Plane Stress ) 224 Principal values

**given**224Stress ...

Page 30

Creep , the change in dimension with time at a

loss of stress with time at a

time effects . They often govern the useful life of turbines , engines and other ...

Creep , the change in dimension with time at a

**given**load , and relaxation , theloss of stress with time at a

**given**deformation , are two of the manifestations oftime effects . They often govern the useful life of turbines , engines and other ...

Page 229

Similarly , results for the inclined plane i are

counterclockwise from the line to 1 . Figure 11 . 12 shows the planes of maximum

shear stress and the magnitudes and directions of the shear stress and the ...

Similarly , results for the inclined plane i are

**given**by a line from the pole at 30°counterclockwise from the line to 1 . Figure 11 . 12 shows the planes of maximum

shear stress and the magnitudes and directions of the shear stress and the ...

### 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

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