## Introduction to mechanics of deformable solids |

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13.1), ti = 2ti, b = 2a 302 Thick-walled or solid (a = 0) cylinder (Fig. 13.2) 308 13.5

Interior Pressure pa plus Axial Force R— Nonlinear-

Material 312 Assemblage of two thin-walled tubes, pb — 0, with incompressible ...

13.1), ti = 2ti, b = 2a 302 Thick-walled or solid (a = 0) cylinder (Fig. 13.2) 308 13.5

Interior Pressure pa plus Axial Force R— Nonlinear-

**viscous**(Homogeneous)Material 312 Assemblage of two thin-walled tubes, pb — 0, with incompressible ...

Page 35

occurs during abrupt changes in load. As employed in this text, "abrupt" will mean

fast enough to produce no significant

to ...

**Viscous**elongation or strain takes time to develop; essentially no deformationoccurs during abrupt changes in load. As employed in this text, "abrupt" will mean

fast enough to produce no significant

**viscous**deformation and yet slow enoughto ...

Page 268

4.4, the

12.2:18) There is no point in rewriting the remaining linear-

relations. Just place a dot over the strain components, replace E by C, G by C„ ...

4.4, the

**viscous**coefficient in simple shear C„ which replaces G, then is C/3, and (12.2:18) There is no point in rewriting the remaining linear-

**viscous**stress-strainrelations. Just place a dot over the strain components, replace E by C, G by C„ ...

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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