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 211
... axial force are applied in con- stant ratio with p O , the shear stress 7 ( due to the torque T ) and the axial stress oa ( due to the axial force N R ) ( Fig . 10.5 ) are natural choices for coordinates of the stress plane ( Fig . 10.7 ...
... axial force are applied in con- stant ratio with p O , the shear stress 7 ( due to the torque T ) and the axial stress oa ( due to the axial force N R ) ( Fig . 10.5 ) are natural choices for coordinates of the stress plane ( Fig . 10.7 ...
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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