Introduction to Mechanics of Deformable Solids |
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Page 87
... Prob . 5.2 : A. Compute the change in diameter . Prob . 5.2 first ? Do you need to know the answer to B. Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in ...
... Prob . 5.2 : A. Compute the change in diameter . Prob . 5.2 first ? Do you need to know the answer to B. Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in ...
Page 88
... Prob . 5.10 as assigned , but for a 3 - in . wall thickness . 5.12 The steel pipe of Prob . 5.10B is cooled down to 40 ° F , and the gage pres- sure is released . Find the change in diameter , change in length , and change in wall ...
... Prob . 5.10 as assigned , but for a 3 - in . wall thickness . 5.12 The steel pipe of Prob . 5.10B is cooled down to 40 ° F , and the gage pres- sure is released . Find the change in diameter , change in length , and change in wall ...
Page 289
... Prob . 12.1A . B. For the elastic - plastic material of Prob . 12.1B . C. For the nonlinear - viscous material of Prob . 12.1C . 12.6 Parts of Prob . 12.5 as assigned , but for path ( i ) ' of Prob . 12.2 . 12.7 A. List all the paths in ...
... Prob . 12.1A . B. For the elastic - plastic material of Prob . 12.1B . C. For the nonlinear - viscous material of Prob . 12.1C . 12.6 Parts of Prob . 12.5 as assigned , but for path ( i ) ' of Prob . 12.2 . 12.7 A. List all the paths in ...
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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