## Introduction to Mechanics of Deformable Solids |

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Page 5

4 Yield Curves and Surfaces ( in Stress Space ) 210 Simplifications resulting from

262 chapter 12 (

4 Yield Curves and Surfaces ( in Stress Space ) 210 Simplifications resulting from

**isotropy**212 10 . 5 Problems 216 chapter 11 ... 11 Strain Rate , or Velocity Strain262 chapter 12 (

**Isotropic**) stress - strain relations in three dimensions 264 12 .Page 215

12 Mises ellipse and Tresca hexagon as idealized yield curves for

material ( matched in simple tension , point A ) . proof of completeness of

information from one sector follows from the symmetries about the 45° lines COC

* and DOD ...

12 Mises ellipse and Tresca hexagon as idealized yield curves for

**isotropic**material ( matched in simple tension , point A ) . proof of completeness of

information from one sector follows from the symmetries about the 45° lines COC

* and DOD ...

Page 270

3 / NONLINEAR

OF THE LINEAR The linear relations written and ... with the elastic or viscous

constants replaced by any other scalars will have the property of

3 / NONLINEAR

**ISOTROPIC**STRESS - STRAIN RELATIONS BY MODIFICATIONOF THE LINEAR The linear relations written and ... with the elastic or viscous

constants replaced by any other scalars will have the property of

**isotropy**also .### What people are saying - Write a review

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### 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