## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 81

Page 228

The principal stress of 5000 psi compression acting on

whose coordinates are ( - 5000 , 0 ) . The line joining points 1 and 3 is a diameter

of the Mohr ' s circle for the components of stress acting on any

The principal stress of 5000 psi compression acting on

**plane**3 plots as point 3whose coordinates are ( - 5000 , 0 ) . The line joining points 1 and 3 is a diameter

of the Mohr ' s circle for the components of stress acting on any

**plane**...Page 233

16

which it acts can be determined approximately by inspection . As illustrated by

the square element of Fig . 11 . 15a , if oz > Oy , the direction of o1 in the absence

of ...

16

**Plane**stress - zero cannot be ignored . The direction of 01 and the**plane**onwhich it acts can be determined approximately by inspection . As illustrated by

the square element of Fig . 11 . 15a , if oz > Oy , the direction of o1 in the absence

of ...

Page 237

The next step of the proof is to indicate the orientation of the two

secondary principal stresses op , o , ( Ten = 0 ) for ... There is no possibility in

general of a unique set of three

perfectly ...

The next step of the proof is to indicate the orientation of the two

**planes**ofsecondary principal stresses op , o , ( Ten = 0 ) for ... There is no possibility in

general of a unique set of three

**planes**, because zero stress on every**plane**is aperfectly ...

### 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