Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 81
Page 61
... simple shear . Correspondingly , they may exhibit shear deformation when placed in uniaxial tension . For thin - walled tubes , neither of these cross effects alters the ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
... simple shear . Correspondingly , they may exhibit shear deformation when placed in uniaxial tension . For thin - walled tubes , neither of these cross effects alters the ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
Page 65
... simple shear there is no shear strain for these 45 ° directions , both of which rotate clockwise through the small angle y / 2 . € 45 = -E - 45 = +3 Y 2 Therefore , from this result and the earlier one for stress alone ( Fig . 4.17 ) , ...
... simple shear there is no shear strain for these 45 ° directions , both of which rotate clockwise through the small angle y / 2 . € 45 = -E - 45 = +3 Y 2 Therefore , from this result and the earlier one for stress alone ( Fig . 4.17 ) , ...
Page 276
... simple shear The isothermal stress - strain relation of an elastic material in simple tension or in simple shear is represented by the reversible curve of Fig . 12.4a for a nonlinear material and by the reversible straight line of Fig ...
... simple shear The isothermal stress - strain relation of an elastic material in simple tension or in simple shear is represented by the reversible curve of Fig . 12.4a for a nonlinear material and by the reversible straight line of Fig ...
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