Introduction to Mechanics of Deformable Solids |
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Page 13
... steel 60,000 1045 HR steel- 2024 - T4 aluminum 50,000 6061 - T6 aluminum 40,000 1020 HR steel 30,000 20,000 he 10,000 rm Sile the ery ally " ity -ain the as ess σ , psi 300,000 250,000 200,000 99.9 % copper 0.005 0.010 ( a ) 18 Ni maraging ...
... steel 60,000 1045 HR steel- 2024 - T4 aluminum 50,000 6061 - T6 aluminum 40,000 1020 HR steel 30,000 20,000 he 10,000 rm Sile the ery ally " ity -ain the as ess σ , psi 300,000 250,000 200,000 99.9 % copper 0.005 0.010 ( a ) 18 Ni maraging ...
Page 22
... steel 0.02 to 0.36 E steel as received Fig . 2.12 Brittle behavior in tension . Data on E steel from D. C. Drucker , C. Mylonas , and G. Lianis , On the Ex- haustion of Ductility of E - Steel in Ten- sion Following Compressive Pre ...
... steel 0.02 to 0.36 E steel as received Fig . 2.12 Brittle behavior in tension . Data on E steel from D. C. Drucker , C. Mylonas , and G. Lianis , On the Ex- haustion of Ductility of E - Steel in Ten- sion Following Compressive Pre ...
Page 85
Daniel Charles Drucker. Reduction of area , % 100 50 1020 steel 4340 steel OFHC copper 200 400 600 Temperature , ° F 800 1000 Fig . 5.10 Ductility in tension vs temperature . Data on steel , ASTM Spec . Tech . Publs . 180 and 199 ...
Daniel Charles Drucker. Reduction of area , % 100 50 1020 steel 4340 steel OFHC copper 200 400 600 Temperature , ° F 800 1000 Fig . 5.10 Ductility in tension vs temperature . Data on steel , ASTM Spec . Tech . Publs . 180 and 199 ...
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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