## 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

applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic 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 Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent torque torsion uniform unloading versus viscous yield curve yield stress zero