Introduction to Mechanics of Deformable Solids |
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Page 7
... Stress - Strain Relations 206 Axial symmetry 207 Radial or proportional loading 208 Isotropy 209 10.4 Yield Curves and Surfaces ( in Stress Space ) 210 Simplifications resulting from isotropy 10.5 Problems 216 11.1 General Discussion of ...
... Stress - Strain Relations 206 Axial symmetry 207 Radial or proportional loading 208 Isotropy 209 10.4 Yield Curves and Surfaces ( in Stress Space ) 210 Simplifications resulting from isotropy 10.5 Problems 216 11.1 General Discussion of ...
Page 89
... STRESS AND STRAIN The analysis of bars under axial force , of thin - walled tubes under torsion , and of thin - walled spheres and tubes under interior pressure is a first step toward the treatment of general problems ... Stress and Strain.
... STRESS AND STRAIN The analysis of bars under axial force , of thin - walled tubes under torsion , and of thin - walled spheres and tubes under interior pressure is a first step toward the treatment of general problems ... Stress and Strain.
Page 268
... strain rates in an incom- pressible material but the strain rates determine the stress deviator only , not the stress . Addition or subtraction of hydrostatic pressure , or all - around tension , does not alter the strain rates ...
... strain rates in an incom- pressible material but the strain rates determine the stress deviator only , not the stress . Addition or subtraction of hydrostatic pressure , or all - around tension , does not alter the strain rates ...
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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