## Introduction to mechanics of deformable solids |

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Page 30

~of stress with time at a given ... Most plastics also exhibit significant

relaxation, as lead does at room temperature and as rocks do in the crust of the ...

**Creep**, the change in dimension with time at a given load, and relaxation, the Ioss~of stress with time at a given ... Most plastics also exhibit significant

**creep**andrelaxation, as lead does at room temperature and as rocks do in the crust of the ...

Page 43

The strain rate of metals in steady-state

increase with stress (Fig. 3.3). This cannot be duplicated by the most complicated

linear-viscoelastic model. If the range of stress entering the problem is

appreciable, ...

The strain rate of metals in steady-state

**creep**shows a strongly nonlinearincrease with stress (Fig. 3.3). This cannot be duplicated by the most complicated

linear-viscoelastic model. If the range of stress entering the problem is

appreciable, ...

Page 77

5.4 Hydrostatic pressure can change equal biaxial tension to uniaxial

compression on the perpendicular plane. alone has a

have the same

pressure ...

5.4 Hydrostatic pressure can change equal biaxial tension to uniaxial

compression on the perpendicular plane. alone has a

**creep**rate de/dt, it willhave the same

**creep**rate with the addition of p0 = a. Addition of this hydrostaticpressure ...

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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