## Introduction to mechanics of deformable solids |

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Page viii

... 111 Linear-elastic behaoior 114 Elastic — perfectly plastic idealization Linear

— work-hardening idealization Linear ... 124

oiscous response 129 Linear-oiscoelastic response 149 Elastic-perfectly plastic ...

... 111 Linear-elastic behaoior 114 Elastic — perfectly plastic idealization Linear

— work-hardening idealization Linear ... 124

**Linear**-**elastic response**127 Linear-oiscous response 129 Linear-oiscoelastic response 149 Elastic-perfectly plastic ...

Page 127

elastic bars produces a response proportional to M. A similar elastic response is

obtained by the abrupt application of M to an assemblage of Maxwell bars, ...

**Linear**-**elastic response**The application of A/, = M to an assemblage of linear-elastic bars produces a response proportional to M. A similar elastic response is

obtained by the abrupt application of M to an assemblage of Maxwell bars, ...

Page 184

With proper interpretation, then, the

gives all the information needed. A linear Maxwell material responds to abrupt

loading in a

a ...

With proper interpretation, then, the

**response**of the system to abrupt loadinggives all the information needed. A linear Maxwell material responds to abrupt

loading in a

**linear**-**elastic**manner first. This problem has already been solved fora ...

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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 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