## Introduction to Mechanics of Deformable Solids |

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Page 7

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

Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature ...

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

**isotropy**212 10 . ... 2 Linear**Isotropic**Relations Established Previously 265Linear - elastic 265 Linear - viscous 267 Linear - viscoelastic 268 Temperature ...

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 265

been studied and the concepts of

11 , the time has come to ... Nonlinearity of

introduced through an obvious modification of the linear

Fundamental ...

been studied and the concepts of

**isotropy**explored much more deeply in Chap .11 , the time has come to ... Nonlinearity of

**isotropic**material then will beintroduced through an obvious modification of the linear

**isotropic**forms .Fundamental ...

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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