## Introduction to mechanics of deformable solids |

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Page 46

A. Assume a

Find the change in diameter of the bar. C. Assume a nonlinear Maxwell material,

n = 8, instead of a linear. Find the elongation of 1 ft of the bar in 2000 hr at ...

A. Assume a

**linear Maxwell**material, and compute the value of Cm. Give units. B.Find the change in diameter of the bar. C. Assume a nonlinear Maxwell material,

n = 8, instead of a linear. Find the elongation of 1 ft of the bar in 2000 hr at ...

Page 118

7.8 Creep and recovery in

course, far more complicated than that for time-independent materials. It is no

longer ...

7.8 Creep and recovery in

**linear Maxwell**assemblage of five equal bars. Time**Linear Maxwell**idealization The response of time-dependent materials is, ofcourse, far more complicated than that for time-independent materials. It is no

longer ...

Page 119

Daniel Charles Drucker. Fig. 7.9 Relaxation of

const M = M'e-wo* linearly with time from its elastic value 6' = ML/EmI. This

rotational creep for a beamlike assemblage is the analog of the axial creep in a

Maxwell ...

Daniel Charles Drucker. Fig. 7.9 Relaxation of

**linear Maxwell**assemblage. 0const M = M'e-wo* linearly with time from its elastic value 6' = ML/EmI. This

rotational creep for a beamlike assemblage is the analog of the axial creep in a

Maxwell ...

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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