Introduction to Mechanics of Deformable Solids |
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Page 19
... idealization is applied to structural steel , it is customary to take the yield stress σo for the idealization as the lower yield point for steel . Ignoring the work - hardening is on the safe side but usually not excessively so because ...
... idealization is applied to structural steel , it is customary to take the yield stress σo for the idealization as the lower yield point for steel . Ignoring the work - hardening is on the safe side but usually not excessively so because ...
Page 117
... idealization For a material which continues to work- harden ( Figs . 2.2 , 2.6 ) , there is no maximum or limit moment as there is for the perfectly plastic idealization . It is not necessary to idealize the material . The actual stress ...
... idealization For a material which continues to work- harden ( Figs . 2.2 , 2.6 ) , there is no maximum or limit moment as there is for the perfectly plastic idealization . It is not necessary to idealize the material . The actual stress ...
Page 438
... idealization , Work- hardening ) Imperfect column , 410-413 Incompressible , 17 , 44 , 77 , 78 , 192 Inelastic ( see ... idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization , 36 , 61 , 268 , 326 ( See also ...
... idealization , Work- hardening ) Imperfect column , 410-413 Incompressible , 17 , 44 , 77 , 78 , 192 Inelastic ( see ... idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization , 36 , 61 , 268 , 326 ( See also ...
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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