Introduction to Mechanics of Deformable Solids |
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Page 97
... example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were of steel , the entire force FD would be carried by bar 9 in compression . ( Buckling might be a problem , but we are not concerned with this important problem here ...
... example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were of steel , the entire force FD would be carried by bar 9 in compression . ( Buckling might be a problem , but we are not concerned with this important problem here ...
Page 99
... EXAMPLE OF A STATICALLY INDETERMINATE SYSTEM Two long , thin - walled concentric tubes fastened between rigid end plates which are pulled apart with a force R ( Fig . 6.4 ) provide an interesting example of a statically indeterminate ...
... EXAMPLE OF A STATICALLY INDETERMINATE SYSTEM Two long , thin - walled concentric tubes fastened between rigid end plates which are pulled apart with a force R ( Fig . 6.4 ) provide an interesting example of a statically indeterminate ...
Page 322
... example from an inexhaustible list . Figure 14.2 is illustrative of a bar in torsion ; Figs . 14.3 to 14.16 are but a few examples of that most important class of bodies , beams in bending under transverse force . All are examples of ...
... example from an inexhaustible list . Figure 14.2 is illustrative of a bar in torsion ; Figs . 14.3 to 14.16 are but a few examples of that most important class of bodies , beams in bending under transverse force . All are examples of ...
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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