## Introduction to mechanics of deformable solids |

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Page 15

2.3 / IDEALIZATIONS OF TIME-INDEPENDENT

majority of engineering applications of structural materials from metals to

concrete and ceramics to plastics and rubber, time independence of the stress-

strain ...

2.3 / IDEALIZATIONS OF TIME-INDEPENDENT

**BEHAVIOR**IN TENSION In themajority of engineering applications of structural materials from metals to

concrete and ceramics to plastics and rubber, time independence of the stress-

strain ...

Page 18

Answers to problems in practice and in class, which presume elastic

must always be examined to be sure that the nominal elastic limit or yield point

has not been exceeded in the loading process. Although for all practical

purposes ...

Answers to problems in practice and in class, which presume elastic

**behavior**,must always be examined to be sure that the nominal elastic limit or yield point

has not been exceeded in the loading process. Although for all practical

purposes ...

Page 60

4.3 / IDEALIZATIONS OF MATERIAL

independent and the time-dependent

the same basic forms of response as the

4.3 / IDEALIZATIONS OF MATERIAL

**BEHAVIOR**IN SHEAR Both the time-independent and the time-dependent

**behavior**of material in simple shear exhibitthe same basic forms of response as the

**behavior**in tension and compression.### What people are saying - Write a review

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### Common terms and phrases

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