Introduction to Mechanics of Deformable Solids |
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Page 174
... sketch of the warping of the cross section of a shaft of rectangular cross section b X h subjected to pure torque T. Sketch the warp- ing for a very narrow rectangular bar b << h . State your reasoning briefly . chapter 9 Thick - walled ...
... sketch of the warping of the cross section of a shaft of rectangular cross section b X h subjected to pure torque T. Sketch the warp- ing for a very narrow rectangular bar b << h . State your reasoning briefly . chapter 9 Thick - walled ...
Page 234
... sketch of the tube choose a point , and show the plane on which each ( 01,02,03 , Tmax ) acts . D. Draw the three Mohr's circles , and label σ1 , 02 , 03 , Tmax . E. Find and sketch the components of stress on the planes which are per ...
... sketch of the tube choose a point , and show the plane on which each ( 01,02,03 , Tmax ) acts . D. Draw the three Mohr's circles , and label σ1 , 02 , 03 , Tmax . E. Find and sketch the components of stress on the planes which are per ...
Page 258
... sketch of the tube . B. Find the normal strain en in the surface at + 30 ° and at -30 ° to the cir- cumferential direction . Indicate each clearly on a sketch . 11.18 A rectangular rosette gives the following strain readings : Ea = 800 ...
... sketch of the tube . B. Find the normal strain en in the surface at + 30 ° and at -30 ° to the cir- cumferential direction . Indicate each clearly on a sketch . 11.18 A rectangular rosette gives the following strain readings : Ea = 800 ...
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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