## Introduction to mechanics of deformable solids |

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Page 122

7.13 Relaxation of five-bar composite

model and mixed models Figure 7.11 shows creep and recovery in a four-

element model

with ...

7.13 Relaxation of five-bar composite

**assemblage**(see Fig. 7.12). Four-elementmodel and mixed models Figure 7.11 shows creep and recovery in a four-

element model

**assemblage**, Figs. 7.12 and 7.13 the behavior of a mixed modelwith ...

Page 144

These circular arcs are quite different in appearance from the straight bars of the

fibers of the beam and the strain e, or change in length per unit of length, vary ...

These circular arcs are quite different in appearance from the straight bars of the

**assemblages**we have been considering. However, the change in length 5 of thefibers of the beam and the strain e, or change in length per unit of length, vary ...

Page 162

8.4 Nested

comes with substitution of T for M, t for a, and all the other simple replacements of

Sec. 4.3. 8.2 / SOLID BARS AND THICK-WALLED TUBES AS

OF ...

8.4 Nested

**assemblage**is equivalent to thick-walled tube in torsion. positioncomes with substitution of T for M, t for a, and all the other simple replacements of

Sec. 4.3. 8.2 / SOLID BARS AND THICK-WALLED TUBES AS

**ASSEMBLAGES**OF ...

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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 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