Introduction to Mechanics of Deformable Solids |
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Page 24
... needed clearances are lost or other critical dimensions are not kept certainly has failed . It may not matter whether the excessive deformation is plastic or is elastic and so fully recoverable . Relatively few persons enjoy structures ...
... needed clearances are lost or other critical dimensions are not kept certainly has failed . It may not matter whether the excessive deformation is plastic or is elastic and so fully recoverable . Relatively few persons enjoy structures ...
Page 197
... needed in the stress - strain relation ( 9.3 : 22 ) . Replace displacements u and w by their time rates of change or velocities du / dt and dw / dt , strains e by strain rates de / dt , elastic constants E and by viscous coefficients ...
... needed in the stress - strain relation ( 9.3 : 22 ) . Replace displacements u and w by their time rates of change or velocities du / dt and dw / dt , strains e by strain rates de / dt , elastic constants E and by viscous coefficients ...
Page 292
... needed . Two conditions of deformation are enforced by the rigid end plates , equality of the angle of twist and of the extension 8 , 41 = δι = γι 42 = ❤ or = a Y2 b δε = δι or Eal = € a2 = EL ( 13.1 : 7 ) ( 13.1 : 8 ) One more ...
... needed . Two conditions of deformation are enforced by the rigid end plates , equality of the angle of twist and of the extension 8 , 41 = δι = γι 42 = ❤ or = a Y2 b δε = δι or Eal = € a2 = EL ( 13.1 : 7 ) ( 13.1 : 8 ) One more ...
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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