Introduction to Mechanics of Deformable Solids |
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Page 10
... elongation curve continues much as it would have done if unloading had not taken place . A test at ordinary room temperatures which takes seconds from start to fracture and one which takes several hours will give remarkably close load ...
... elongation curve continues much as it would have done if unloading had not taken place . A test at ordinary room temperatures which takes seconds from start to fracture and one which takes several hours will give remarkably close load ...
Page 16
... elongation . End effects are appreciable in solid bars for a length about equal to one of the dimensions of the cross section , so that it is customary to neglect their influence on the elongation of long bars . Figure 2.9a illustrates ...
... elongation . End effects are appreciable in solid bars for a length about equal to one of the dimensions of the cross section , so that it is customary to neglect their influence on the elongation of long bars . Figure 2.9a illustrates ...
Page 92
... elongation of that bar will depend upon the time history of the applied force . For forces applied abruptly and held constant for a time t , the elongation is a function of the force in the bar and the time t . For a Maxwell - type ...
... elongation of that bar will depend upon the time history of the applied force . For forces applied abruptly and held constant for a time t , the elongation is a function of the force in the bar and the time t . For a Maxwell - type ...
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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