## Introduction to mechanics of deformable solids |

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Page 46

It is to consist of a hanging wire of Kelvin material on which an appropriate weight

is attached just before going to sleep (see Fig. P3.5). When the ... A. Assume a

linear

It is to consist of a hanging wire of Kelvin material on which an appropriate weight

is attached just before going to sleep (see Fig. P3.5). When the ... A. Assume a

linear

**Maxwell material**, and compute the value of Cm. Give units. B. Find the ...Page 118

7.8 Creep and recovery in linear

Linear

course, far more complicated than that for time-independent

longer ...

7.8 Creep and recovery in linear

**Maxwell**assemblage of five equal bars. TimeLinear

**Maxwell**idealization The response of time-dependent**materials**is, ofcourse, far more complicated than that for time-independent

**materials**. It is nolonger ...

Page 184

A linear

first. This problem has already been solved for a homogeneous isotropic thick-

walled sphere. The subsequent response to steady pressure is a steady creep, if

the ...

A linear

**Maxwell material**responds to abrupt loading in a linear-elastic mannerfirst. This problem has already been solved for a homogeneous isotropic thick-

walled sphere. The subsequent response to steady pressure is a steady creep, if

the ...

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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