## Introduction to mechanics of deformable solids |

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Page 35

The analogy to the linear-elastic idealization is clear; de/dt replaces e, and C

replaces Young's modulus E. If the bar is of ...

model, which combines elastic and viscous response, comes, much closer to an

...

The analogy to the linear-elastic idealization is clear; de/dt replaces e, and C

replaces Young's modulus E. If the bar is of ...

**Linear**-**viscoelastic**A viscoelasticmodel, which combines elastic and viscous response, comes, much closer to an

...

Page 197

Correspondingly, aa is a constant (9.3:23, 18), Linear-viscous and

thick-walled cylinder carries over directly to our homogeneous isotropic linear-

viscous ...

Correspondingly, aa is a constant (9.3:23, 18), Linear-viscous and

**linear**-**viscoelastic**materials The solution for the homogeneous isotropic linear-elasticthick-walled cylinder carries over directly to our homogeneous isotropic linear-

viscous ...

Page 433

... 365 Angle of twist, 55, 56 linear elastic, 323 linear Kelvin, 327 linear Maxwell,

326 nonlinear viscous, 328 Anisotropy, 69, ... strain, 10 in bending, 113, 145, 147

in pressurized tube, 80, 195, 294 in tension, elastic, 15, 80

... 365 Angle of twist, 55, 56 linear elastic, 323 linear Kelvin, 327 linear Maxwell,

326 nonlinear viscous, 328 Anisotropy, 69, ... strain, 10 in bending, 113, 145, 147

in pressurized tube, 80, 195, 294 in tension, elastic, 15, 80

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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