Introduction to Mechanics of Deformable Solids |
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Page 92
... determined by the existing value of the force and is inde- pendent of the prior history . The prior time history , however , is a determining factor for the rate of elongation of a Kelvin material . Suppose that the elongations of the ...
... determined by the existing value of the force and is inde- pendent of the prior history . The prior time history , however , is a determining factor for the rate of elongation of a Kelvin material . Suppose that the elongations of the ...
Page 228
... determined by the line through point 1 at the angle of inclination a of the 10,000 - psi normal stress on plane 1 , or by the line through 3 in the direction of the 5000 - psi compressive normal stress on plane 3 , or by the horizontal ...
... determined by the line through point 1 at the angle of inclination a of the 10,000 - psi normal stress on plane 1 , or by the line through 3 in the direction of the 5000 - psi compressive normal stress on plane 3 , or by the horizontal ...
Page 313
... determined from Eq . ( 13.5 : 10 ) , σe2 and σ then are determined from Eqs . ( 13.5 : 1 ) , σa2 and oa1 are given by Eqs . ( 13.5 : 6 ) , and R = 0 from Eqs . ( 13.5 : 2 ) . No force R is needed to prevent axial extension or ...
... determined from Eq . ( 13.5 : 10 ) , σe2 and σ then are determined from Eqs . ( 13.5 : 1 ) , σa2 and oa1 are given by Eqs . ( 13.5 : 6 ) , and R = 0 from Eqs . ( 13.5 : 2 ) . No force R is needed to prevent axial extension or ...
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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