## Introduction to mechanics of deformable solids |

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Page 132

A feeling for the influence of n on stress distribution in the steady state can be

obtained from the ratios of the stress <t*/4 in a bar at y = h/4 to the stress in the

outside bar at ...

M0 3.

A feeling for the influence of n on stress distribution in the steady state can be

obtained from the ratios of the stress <t*/4 in a bar at y = h/4 to the stress in the

outside bar at ...

**Residual stress**in each bar following complete unloading fromM0 3.

Page 133

Stress in each bar due to Mc 2. Immediate rotation due to the abrupt application

of Mc 3. Rotation after a very long time fa following the slow increase of M to Mc

in time ti 4.

Stress in each bar due to Mc 2. Immediate rotation due to the abrupt application

of Mc 3. Rotation after a very long time fa following the slow increase of M to Mc

in time ti 4.

**Residual stress**in each bar, 1 sec after the abrupt removal of Mc 5.Page 150

Elastic and plastic response upon loading and unloading, (a) Elastic; (6) fully

plastic; (c)

state of

perfectly ...

Elastic and plastic response upon loading and unloading, (a) Elastic; (6) fully

plastic; (c)

**residual**; (d) cross section. material. ... Figure 7.28a shows the**residual**state of

**stress**after complete unloading from a value of M close to M0 in aperfectly ...

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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