## Introduction to mechanics of deformable solids |

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Page 35

The higher the viscosity, i.e., the higher the value of C, the slower the application

of load can be to satisfy this definition. A

recovery. An abrupt release of load to zero value causes all further deformation to

...

The higher the viscosity, i.e., the higher the value of C, the slower the application

of load can be to satisfy this definition. A

**linear**-**viscous**material exhibits norecovery. An abrupt release of load to zero value causes all further deformation to

...

Page 197

Correspondingly, oa is a constant (9.3:23, 18), a2pa „ oz — a2 ir1 (9.3:35)

directly to our homogeneous isotropic

Correspondingly, oa is a constant (9.3:23, 18), a2pa „ oz — a2 ir1 (9.3:35)

**Linear**-**viscous**and linear-viscoelastic ... linear-elastic thick-walled cylinder carries overdirectly to our homogeneous isotropic

**linear**-**viscous**idealization of material.Page 433

... 55, 56

also under Symmetry) Approximation (see Idealizations of material) Area, first

moment of ...

... 55, 56

**linear**elastic, 323**linear**Kelvin, 327**linear**Maxwell, 326 nonlinear**viscous**, 328 Anisotropy, 69, 216, 222, 266, 286 Antisymmetry, 112, 171 (Seealso under Symmetry) Approximation (see Idealizations of material) Area, first

moment of ...

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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