## Introduction to mechanics of deformable solids |

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Page 95

6.1c instead of bars 1 and 2, respectively, Fc instead of FA, and point C instead of

point A. 6.4

linear- elastic. However, bars 2, 4, and 6 now are to be considered as linear-

visco- ...

6.1c instead of bars 1 and 2, respectively, Fc instead of FA, and point C instead of

point A. 6.4

**Suppose**, as in the preceding problems, that bars 1, 3, and 5 arelinear- elastic. However, bars 2, 4, and 6 now are to be considered as linear-

visco- ...

Page 133

D. Assume a linear Kelvin material, with modulus Ek and viscous coefficient Ck-

A counterclockwise moment Mc is applied, maintained constant for a very long

time, and then removed abruptly.

C ...

D. Assume a linear Kelvin material, with modulus Ek and viscous coefficient Ck-

A counterclockwise moment Mc is applied, maintained constant for a very long

time, and then removed abruptly.

**Suppose**that all the answers to parts A , B, andC ...

Page 142

Defining your notation carefully, be explicit on how you would modify these

answers, or, more directly, find : 1. Stress in each bar due to Mc 2. Rotation in

time ti due to ...

**Suppose**all the answers to the previous parts of this question are known.Defining your notation carefully, be explicit on how you would modify these

answers, or, more directly, find : 1. Stress in each bar due to Mc 2. Rotation in

time ti due to ...

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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