## Introduction to mechanics of deformable solids |

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Page ix

chapter 10 Combined loading, superposition 199 chapter 11 Principal stresses

and principal strains.

viscoelastic ...

chapter 10 Combined loading, superposition 199 chapter 11 Principal stresses

and principal strains.

**Stress and strain**as tensors 218 chapter 12 (Isotropic)**stress**-**strain**relations in three dimensions 264 Linear-viscous and linear-viscoelastic ...

Page 89

Daniel Charles Drucker. chapter 6 Assemblages of homogeneous states of

tension and compression 6.1 / RELATION TO THE GENERAL PROBLEM AND

INTRODUCTION TO GENERALIZED

under ...

Daniel Charles Drucker. chapter 6 Assemblages of homogeneous states of

tension and compression 6.1 / RELATION TO THE GENERAL PROBLEM AND

INTRODUCTION TO GENERALIZED

**STRESS AND STRAIN**The analysis of barsunder ...

Page 277

W will always be considered as a function of strain, U always as a function of

stress, no matter how

they unequal in general, but their ratio ordinarily will vary as the level of stress or

strain ...

W will always be considered as a function of strain, U always as a function of

stress, no matter how

**stress and strain**enter into their calculation. Not only arethey unequal in general, but their ratio ordinarily will vary as the level of stress or

strain ...

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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 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 rotation shaft shear strain shear stress shell shown in Fig 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 tion torque torsion uniform unloading versus viscous yield curve yield stress zero