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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Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ