Introduction to Mechanics of Deformable Solids |
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Page 59
... shear . Data on C - Mo steel , F. L. Everett and C. L. Clark , Report on Torsion Creep Tests for Comparison with Tension Creep Tests on a Carbon - Molybdenum Steel , Proc . ASTM , vol . 39 , pp . 215-234 , 1939 ... SIMPLE SHEAR / 59 0.010.
... shear . Data on C - Mo steel , F. L. Everett and C. L. Clark , Report on Torsion Creep Tests for Comparison with Tension Creep Tests on a Carbon - Molybdenum Steel , Proc . ASTM , vol . 39 , pp . 215-234 , 1939 ... SIMPLE SHEAR / 59 0.010.
Page 61
Daniel Charles Drucker. Table 4.1 Model Simple shear Uniaxial tension All Linear - elastic Plastic dy dy Linear - viscous dt Linear Maxwell dy dt = T dy Linear Kelvin T = Y ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
Daniel Charles Drucker. Table 4.1 Model Simple shear Uniaxial tension All Linear - elastic Plastic dy dy Linear - viscous dt Linear Maxwell dy dt = T dy Linear Kelvin T = Y ... 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 ) , ...
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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