Introduction to Mechanics of Deformable Solids |
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Page 177
... compatibility , and the stress - strain relations must be written down and used simultaneously in general . Equilibrium has been considered already ( 9.1 : 3 , 4 ) so that compatibility comes next . Limit pressure ( elastic - perfectly ...
... compatibility , and the stress - strain relations must be written down and used simultaneously in general . Equilibrium has been considered already ( 9.1 : 3 , 4 ) so that compatibility comes next . Limit pressure ( elastic - perfectly ...
Page 179
... Compatibility of strains The condition of deformation or compatibility follows directly from the expression for circumferential strain in terms of outward THICK - WALLED PRESSURE VESSELS / 179 radial displacement u ( Fig . 9.5c ) , Σπυ ...
... Compatibility of strains The condition of deformation or compatibility follows directly from the expression for circumferential strain in terms of outward THICK - WALLED PRESSURE VESSELS / 179 radial displacement u ( Fig . 9.5c ) , Σπυ ...
Page 202
... compatibility , and the stress - strain relations everywhere for one loading of a body and that another solution for the same body under a different loading is e " , de " / dt , o " , Then the actual response to the combined loading is ...
... compatibility , and the stress - strain relations everywhere for one loading of a body and that another solution for the same body under a different loading is e " , de " / dt , o " , Then the actual response to the combined loading is ...
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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