Introduction to Mechanics of Deformable Solids |
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Page 55
... circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a tube . This is obvious when the tube is a ...
... circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a tube . This is obvious when the tube is a ...
Page 228
... circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the σn axis . The center of the Mohr's circle is ...
... circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the σn axis . The center of the Mohr's circle is ...
Page 233
... circle of plane stress we have been drawing really represents three . This plane - stress circle , for all planes perpendicular to the face of zero stress , is indicated by the small open circle at its center . Each of the other two circles ...
... circle of plane stress we have been drawing really represents three . This plane - stress circle , for all planes perpendicular to the face of zero stress , is indicated by the small open circle at its center . Each of the other two circles ...
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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