Introduction to Mechanics of Deformable Solids |
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Page 72
... increase in volume due to increase in tension and a decrease due to increase in compression . Of course , the stresses computed from the dead weights alone are not the actual stresses . A normal compressive stress po must be added on ...
... increase in volume due to increase in tension and a decrease due to increase in compression . Of course , the stresses computed from the dead weights alone are not the actual stresses . A normal compressive stress po must be added on ...
Page 103
... increase , one or the other of the tubes will reach the yield stress first at a value of R = RY . Figure 6.5 shows tube 2 reaching yield first ( point Y ) . Many design specifications limit the working load R to some fraction of the ...
... increase , one or the other of the tubes will reach the yield stress first at a value of R = RY . Figure 6.5 shows tube 2 reaching yield first ( point Y ) . Many design specifications limit the working load R to some fraction of the ...
Page 140
... increase beyond σA , further increase in moment M must be carried solely by increases in the magnitudes of the forces P1 , P2 , and P3 . The algebraic sum of the forces must remain zero . Therefore , the numerical increase in the ...
... increase beyond σA , further increase in moment M must be carried solely by increases in the magnitudes of the forces P1 , P2 , and P3 . The algebraic sum of the forces must remain zero . Therefore , the numerical increase in the ...
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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