Introduction to Mechanics of Deformable Solids |
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Page 194
... axial force of F ( P1 + P2 ) is required to prevent relative axial motion w of the end plates of Fig . 9.11 . If the constraint w = 0 is dropped and an additional external axial force R is applied to the assemblage , the problem can be ...
... axial force of F ( P1 + P2 ) is required to prevent relative axial motion w of the end plates of Fig . 9.11 . If the constraint w = 0 is dropped and an additional external axial force R is applied to the assemblage , the problem can be ...
Page 210
... axial force R , interior pressure p , and twisting moment T ( Fig . 10.5 ) and are found to exhibit little time effect in the elastic and inelastic range of interest . Description as a time - independent material then is appropriate ...
... axial force R , interior pressure p , and twisting moment T ( Fig . 10.5 ) and are found to exhibit little time effect in the elastic and inelastic range of interest . Description as a time - independent material then is appropriate ...
Page 404
... axial force plus bending . Tensile force R stabilizes ; compressive force P destabilizes . causes bending moment in the undeformed configuration . ( b ) Undeformed configuration ; ( c ) deformed configuration . column permits an ...
... axial force plus bending . Tensile force R stabilizes ; compressive force P destabilizes . causes bending moment in the undeformed configuration . ( b ) Undeformed configuration ; ( c ) deformed configuration . column permits an ...
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Common terms and phrases
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