Introduction to Mechanics of Deformable Solids |
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Page 55
... cross section of the tube can be taken as reference and the angular rotations of all the other circles measured with respect to it . Do the outer and the inner circles at a given cross section , as well as the concentric circles between ...
... cross section of the tube can be taken as reference and the angular rotations of all the other circles measured with respect to it . Do the outer and the inner circles at a given cross section , as well as the concentric circles between ...
Page 168
... cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a circular shaft to remain plane . If uniformity along the entire length of the shaft is ...
... cross section or warp out of the cross section . conditions , symmetry requires the cross section midway between the two end cross sections of a circular shaft to remain plane . If uniformity along the entire length of the shaft is ...
Page 171
... cross section which results is as shown in Fig . 8.11a for the reference cross section of zero rotation which lies halfway between the ends . If each cross section warps in exactly the same way to the same extent , there can be ...
... cross section which results is as shown in Fig . 8.11a for the reference cross section of zero rotation which lies halfway between the ends . If each cross section warps in exactly the same way to the same extent , there can be ...
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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