Introduction to Mechanics of Deformable Solids |
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... response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) 157 chapter 9 ...
... response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response 130 chapter 8 Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) 157 chapter 9 ...
Page 129
... response . If E varies from bar to bar , the variation must be considered and ( 7.3 : 18 ) takes over as the appropriate form , with M. replacing M. Linear - viscous response Now let us turn our ... response Linear-viscoelastic response 149.
... response . If E varies from bar to bar , the variation must be considered and ( 7.3 : 18 ) takes over as the appropriate form , with M. replacing M. Linear - viscous response Now let us turn our ... response Linear-viscoelastic response 149.
Page 130
... response of the system to it alone . If the two loadings are applied simultaneously or with any time lag between them , the response of the system is simply the sum of the two responses calculated or observed separately . The addition ...
... response of the system to it alone . If the two loadings are applied simultaneously or with any time lag between them , the response of the system is simply the sum of the two responses calculated or observed separately . The addition ...
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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