## Introduction to mechanics of deformable solids |

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Page 123

E. For a linear Kelvin idealization which is loaded abruptly to a moment M , kept

at M for a long time <*, then

subsequent time: 1. What is the initial angular rotation 61 2. Find the value of 6

after ...

E. For a linear Kelvin idealization which is loaded abruptly to a moment M , kept

at M for a long time <*, then

**unloaded**abruptly to M = 0 and kept at zero for allsubsequent time: 1. What is the initial angular rotation 61 2. Find the value of 6

after ...

Page 150

(b) (c) NA for

Fig. 7.29 Single plane of symmetry. Elastic and plastic response upon loading

and

) ...

(b) (c) NA for

**unloading**from fully plastic state NA for original elastic loading (<0Fig. 7.29 Single plane of symmetry. Elastic and plastic response upon loading

and

**unloading**, (a) Elastic; (6) fully plastic; (c) residual; (d) cross section. material.) ...

Page 183

Residual stress

0 leaves a residual compression at the inside and a much smaller residual

tension at the outside of a thick-walled sphere. Suppose, as in Fig. 9.8, that b/a = f

and ...

Residual stress

**Unloading**from an elastic-plastic state produced by pa with pb =0 leaves a residual compression at the inside and a much smaller residual

tension at the outside of a thick-walled sphere. Suppose, as in Fig. 9.8, that b/a = f

and ...

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angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch 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 principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero