## Introduction to Mechanics of Deformable Solids |

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Page 15

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 ...

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

3 / IDEALIZATIONS OF MATERIAL

independent and the time - dependent

exhibit the same basic forms of response as the

compression .

3 / IDEALIZATIONS OF MATERIAL

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

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

**behavior**in tension andcompression .

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### Common terms and phrases

actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires residual response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading versus viscous yield zero