Introduction to Mechanics of Deformable Solids |
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Page 159
... torsion and the two tubes in tension clearly is very close . T1 and T2 replace P1 and P2 , T replaces R , 1 and 2 replace d1 and 82 , and the T versus generalized - stress - generalized - strain relation replaces the P versus & relation ...
... torsion and the two tubes in tension clearly is very close . T1 and T2 replace P1 and P2 , T replaces R , 1 and 2 replace d1 and 82 , and the T versus generalized - stress - generalized - strain relation replaces the P versus & relation ...
Page 433
... torsion and bending , 159 , 161 ( See also Correspondence ) Angle section , shear center , 365 Angle of twist , 55 , 56 linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ...
... torsion and bending , 159 , 161 ( See also Correspondence ) Angle section , shear center , 365 Angle of twist , 55 , 56 linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ...
Page 444
... torsion , 300 , 308 in torsion , 162-169 Thinness , of pressurized spherical shell , 74 , 75 of tube , pressurized , 79 twisted , 57 Thin - walled sphere , 73-78 Thin - walled tube , 51 under combined loading , 199 , 200 under interior ...
... torsion , 300 , 308 in torsion , 162-169 Thinness , of pressurized spherical shell , 74 , 75 of tube , pressurized , 79 twisted , 57 Thin - walled sphere , 73-78 Thin - walled tube , 51 under combined loading , 199 , 200 under interior ...
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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