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 0 , the shear stress 7 ( due to the torque T ) and the axial stress σ ( due to the axial force N = R ) ( Fig . 10.5 ) are natural choices for coordinates of the stress plane ( Fig ...
... axial force are applied in con- stant ratio with p 0 , the shear stress 7 ( due to the torque T ) and the axial stress σ ( due to the axial force N = R ) ( Fig . 10.5 ) are natural choices for coordinates of the stress plane ( Fig ...
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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero