## Introduction to mechanics of deformable solids |

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Page ix

chapter 11 Principal stresses and principal strains. Stress and strain as tensors

218 chapter 12 (Isotropic)

symmetry 207 Radial or proportional loading 208 Isotropy 209 10.4 Yield Curves

...

chapter 11 Principal stresses and principal strains. Stress and strain as tensors

218 chapter 12 (Isotropic)

**stress**-**strain relations**in three dimensions 264 Axialsymmetry 207 Radial or proportional loading 208 Isotropy 209 10.4 Yield Curves

...

Page 89

6.1 /

GENERALIZED

thin-walled tubes under torsion, and of thin-walled spheres and tubes under

interior ...

6.1 /

**RELATION**TO THE GENERAL PROBLEM AND INTRODUCTION TOGENERALIZED

**STRESS**AND**STRAIN**The analysis of bars under axial force, ofthin-walled tubes under torsion, and of thin-walled spheres and tubes under

interior ...

Page 270

This means that, if any other set of rectangular cartesian-coordinate axes is

chosen, the

the same form as in the old. We have made partial use of this property in the

selection ...

This means that, if any other set of rectangular cartesian-coordinate axes is

chosen, the

**stress**-**strain relations**in the new set of coordinates will have exactlythe same form as in the old. We have made partial use of this property in the

selection ...

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### Common terms and phrases

applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent torque torsion uniform unloading versus viscous yield curve yield stress zero