Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 91
Page 6
... Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) 157 Nonlinear - viscous response 131 7.4 Doubly Symmetric Assemblage Problems 132 7.5 Pure Bending of Assemblages with Symmetry about but Not in ...
... Assemblages of homogeneous states of shear - torsion of hollow and solid bars ( shafts ) 157 Nonlinear - viscous response 131 7.4 Doubly Symmetric Assemblage Problems 132 7.5 Pure Bending of Assemblages with Symmetry about but Not in ...
Page 122
... ASSEMBLAGE PROBLEMS 7.1 Consider an assemblage of four parallel bars in a plane , and call the inner pair 1 and the outer pair 2. The bars are of the same length and are equally spaced with a distance h / 3 between them . Thus the outer ...
... ASSEMBLAGE PROBLEMS 7.1 Consider an assemblage of four parallel bars in a plane , and call the inner pair 1 and the outer pair 2. The bars are of the same length and are equally spaced with a distance h / 3 between them . Thus the outer ...
Page 445
... assemblage , 181 , 189 thick - walled sphere , 181 tube assemblage , 102-104 in tension plus torsion , 303 in torsion , 161 Yield criterion , 215 ( See also under Mises ; Tresca yield criterion ) Yield curve , 209 , 211-216 Yield moment ...
... assemblage , 181 , 189 thick - walled sphere , 181 tube assemblage , 102-104 in tension plus torsion , 303 in torsion , 161 Yield criterion , 215 ( See also under Mises ; Tresca yield criterion ) Yield curve , 209 , 211-216 Yield moment ...
Other editions - View all
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