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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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ