Introduction to Mechanics of Deformable Solids |
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Page 209
... radial or proportional loading . distinction to be made between the state of stress of Fig . 4.17 and either σc = -σa T or σa = -σc = T. Observe that the path of loading ( history of stress ) , for each of the states described so far ...
... radial or proportional loading . distinction to be made between the state of stress of Fig . 4.17 and either σc = -σa T or σa = -σc = T. Observe that the path of loading ( history of stress ) , for each of the states described so far ...
Page 211
... radial or not . The state of strain is determined by the state of stress . Plastic response , on the contrary , is irreversible , and the resulting components of strain depend upon the history of the stress . They may be very different ...
... radial or not . The state of strain is determined by the state of stress . Plastic response , on the contrary , is irreversible , and the resulting components of strain depend upon the history of the stress . They may be very different ...
Page 441
... Radial loading , 209 Radial strain , 75 in spherical shell , 78 in thick - walled tube , 196 , 294 in thin - walled tube , 80 , 81 Radial stress , 74 in thick - walled sphere , 180 , 181 in thick - walled tube , 196 pressure plus ...
... Radial loading , 209 Radial strain , 75 in spherical shell , 78 in thick - walled tube , 196 , 294 in thin - walled tube , 80 , 81 Radial stress , 74 in thick - walled sphere , 180 , 181 in thick - walled tube , 196 pressure plus ...
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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