Introduction to Mechanics of Deformable Solids |
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Page 25
... deformation . Most structural design involves far greater uncertainty in load and in behavior under load . The factor of safety to be employed as well as the working load is under continual reexamination for the important classes of ...
... deformation . Most structural design involves far greater uncertainty in load and in behavior under load . The factor of safety to be employed as well as the working load is under continual reexamination for the important classes of ...
Page 44
... Deformation and frac- ture will be more or will be less time - sensitive depending upon the operating conditions . When time effects are pronounced so that a time - dependent idealization is needed , failure normally will mean excessive ...
... Deformation and frac- ture will be more or will be less time - sensitive depending upon the operating conditions . When time effects are pronounced so that a time - dependent idealization is needed , failure normally will mean excessive ...
Page 98
... deformation . If the supports move apart a distance △ , the zero on the right - hand side is replaced by A. If the supports move together a distance △ , the zero is replaced by A. Expressing the elongations & in terms of the forces ...
... deformation . If the supports move apart a distance △ , the zero on the right - hand side is replaced by A. If the supports move together a distance △ , the zero is replaced by A. Expressing the elongations & in terms of the forces ...
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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