Introduction to Mechanics of Deformable Solids |
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Page 13
... steel 2024 - T4 aluminum 50,000 6061 - T6 aluminum 40,000 30,000 1020 HR steel 20,000 10,000 99.9 % copper 300,000 250,000 200,000 0.005 € ( a ) 18 Ni maraging steel 150,000 100,000 50,000 0.010 Low - alloy structural steel 2024 - T4 ...
... steel 2024 - T4 aluminum 50,000 6061 - T6 aluminum 40,000 30,000 1020 HR steel 20,000 10,000 99.9 % copper 300,000 250,000 200,000 0.005 € ( a ) 18 Ni maraging steel 150,000 100,000 50,000 0.010 Low - alloy structural steel 2024 - T4 ...
Page 22
... steel Gray cast iron Glass 0 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 ...
... steel Gray cast iron Glass 0 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 ...
Page 85
... steel 200 400 600 800 1000 Fig . 5.10 Temperature , ° F Ductility in tension vs temperature . Data on steel , ASTM Spec . Tech . Publs . 180 and 199 , prepared by W. F. Simmons and H. C. Cross . Data on copper , ASTM Spec . Tech . Publ ...
... steel 200 400 600 800 1000 Fig . 5.10 Temperature , ° F Ductility in tension vs temperature . Data on steel , ASTM Spec . Tech . Publs . 180 and 199 , prepared by W. F. Simmons and H. C. Cross . Data on copper , ASTM Spec . Tech . Publ ...
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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ