## Introduction to Mechanics of Deformable Solids |

### From inside the book

Results 1-3 of 68

Page 205

hand , when two deformations or strains are imposed on any system , it is the

separate stresses for each which will not add together to give the answer for the

hand , when two deformations or strains are imposed on any system , it is the

separate stresses for each which will not add together to give the answer for the

**combined**deformation . The solution to other than fully linear problems of**combined**...Page 211

10.7 Yield curves for

definition of yield . The curve which joins the initial yield points ( the initial yield

curve ) separates the states of stress da , oc on the inside , for which the

response of ...

10.7 Yield curves for

**combined**tension and torsion . moderate to large offsetdefinition of yield . The curve which joins the initial yield points ( the initial yield

curve ) separates the states of stress da , oc on the inside , for which the

response of ...

Page 374

11 / PROBLEMS OF

of materials approach of this chapter and the discussion of principal stresses and

strains in Chap . 11 permit us to reconsider the bar problems of Chap . 1 and to ...

11 / PROBLEMS OF

**COMBINED**STRESS ,**COMBINED**LOADING The strengthof materials approach of this chapter and the discussion of principal stresses and

strains in Chap . 11 permit us to reconsider the bar problems of Chap . 1 and to ...

### 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 axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress 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 versus viscous yield zero