## Introduction to mechanics of deformable solids |

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Page ix

chapter 11

218 chapter 12 (Isotropic) stress-strain relations in three dimensions 264 Axial

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

...

chapter 11

**Principal stresses**and principal strains. Stress and strain as tensors218 chapter 12 (Isotropic) stress-strain relations in three dimensions 264 Axial

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

...

Page 235

List the further combinations of

is zero. D. Carefully plot the results to parts B and C on a two-dimensional stress-

space plot. On your graph indicate your estimate in pounds per square inch of ...

List the further combinations of

**principal stress**for yield when one**principal stress**is zero. D. Carefully plot the results to parts B and C on a two-dimensional stress-

space plot. On your graph indicate your estimate in pounds per square inch of ...

Page 236

11.17 Secondary

changes. These "

shown in Fig ...

11.17 Secondary

**principal stresses**<7j, <7,. (a) (b) (c) Fig. 11.18**Principal****stresses**exist and act on planes of zero shear stress (see also Fig. 11.1). as /3changes. These "

**principal stresses**" aj, <r, are not real**principal stresses**. Asshown in Fig ...

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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