Introduction to Mechanics of Deformable Solids |
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Page 51
... circular tube of homogeneous and isotropic material . α tw Fig . 4.4 Typical cross section . The wall thickness tu is exag- gerated to make the details clearer . The mean radius r differs little from the outer or the inner radius . 4.2 ...
... circular tube of homogeneous and isotropic material . α tw Fig . 4.4 Typical cross section . The wall thickness tu is exag- gerated to make the details clearer . The mean radius r differs little from the outer or the inner radius . 4.2 ...
Page 163
... circular bar if the change in length of each individual tube were the same and the change in diameter were proportional to the diameter . Another way of stating this condition is that the longitudinal , or axial , strain and the trans ...
... circular bar if the change in length of each individual tube were the same and the change in diameter were proportional to the diameter . Another way of stating this condition is that the longitudinal , or axial , strain and the trans ...
Page 170
... 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 results of the circular - shaft analysis ...
... 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 results of the circular - shaft analysis ...
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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