Introduction to Mechanics of Deformable Solids |
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Page 15
... BEHAVIOR IN TENSION In the majority of engineering applications of structural materials from metals to concrete and ceramics to plastics and rubber , time independence of the stress - strain relation is a reasonable approximation and is ...
... BEHAVIOR IN TENSION In the majority of engineering applications of structural materials from metals to concrete and ceramics to plastics and rubber , time independence of the stress - strain relation is a reasonable approximation and is ...
Page 18
... 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 the static behavior of structural metal alloys below the ...
... 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 the static behavior of structural metal alloys below the ...
Page 60
... BEHAVIOR IN SHEAR Both the time - independent and the time - dependent behavior of material in simple shear exhibit the same basic forms of response as the behavior in tension and compression . Therefore , although the details of ...
... BEHAVIOR IN SHEAR Both the time - independent and the time - dependent behavior of material in simple shear exhibit the same basic forms of response as the behavior in tension and compression . Therefore , although the details of ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column 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 replaced requires 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 viscous yield zero