Introduction to Mechanics of Deformable Solids |
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Page 168
... shaft end for end about axis B - B ' for the left figures and axis A - A ' for the right figures shows a contradiction . Therefore , if uniformity can be achieved along the length of a circular shaft , plane cross sections of the shaft ...
... shaft end for end about axis B - B ' for the left figures and axis A - A ' for the right figures shows a contradiction . Therefore , if uniformity can be achieved along the length of a circular shaft , plane cross sections of the shaft ...
Page 170
... shaft first ( Fig . 8.10 ) . Concentric circular tubes provide no guide to the solution , because only a circular solid or hollow shaft can result from their combination . It is easy to see that no reliance can be placed on the main ...
... shaft first ( Fig . 8.10 ) . Concentric circular tubes provide no guide to the solution , because only a circular solid or hollow shaft can result from their combination . It is easy to see that no reliance can be placed on the main ...
Page 171
... shaft leaves the picture unchanged , as does end - for - end rotation about A - A ' . If zero shear strain is to correspond to the zero shear stress at the corners of the square , the right angle between the edge parallel to the axis of ...
... shaft leaves the picture unchanged , as does end - for - end rotation about A - A ' . If zero shear strain is to correspond to the zero shear stress at the corners of the square , the right angle between the edge parallel to the axis of ...
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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