Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 59
Page 163
... uniform axial tension or compression of bars of homogeneous isotropic material of any cross section ; the axial strain is uniform , and the transverse strains are the same in all directions at all radii from the axis of the bar . In ...
... uniform axial tension or compression of bars of homogeneous isotropic material of any cross section ; the axial strain is uniform , and the transverse strains are the same in all directions at all radii from the axis of the bar . In ...
Page 356
... uniform load of q lb / in . is applied over the entire span . If the response is linear - elastic : A. Find the ... uniform ( constant ) at 2 in . , ( G ) that the width b is constant at 2 in . in AC and changes gradually at a uniform ...
... uniform load of q lb / in . is applied over the entire span . If the response is linear - elastic : A. Find the ... uniform ( constant ) at 2 in . , ( G ) that the width b is constant at 2 in . in AC and changes gradually at a uniform ...
Page 420
... uniform cantilever column does give Ph for the uniform hinged - ended column , and vice versa . The reflected picture , shown dashed in Fig . 16.3a top , demonstrates that the cantilever column is equivalent to a hinged - ended column ...
... uniform cantilever column does give Ph for the uniform hinged - ended column , and vice versa . The reflected picture , shown dashed in Fig . 16.3a top , demonstrates that the cantilever column is equivalent to a hinged - ended column ...
Other editions - View all
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