## Introduction to Mechanics of Deformable Solids |

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Page 13

1020 Cold - rolled

6061 - T6 aluminum 40 , 000 o , psi 1020 HR

9 % copper 00 0 . 005 0 . 010 300 , 000 250 , 000 200 , 000 H 150 , 000 18 Ni ...

1020 Cold - rolled

**steel**60 , 000 - 1045 HR**steel**- 2024 . T4 aluminum 50 , 0006061 - T6 aluminum 40 , 000 o , psi 1020 HR

**steel**30 , 000 20 , 000 10 , 000 99 .9 % copper 00 0 . 005 0 . 010 300 , 000 250 , 000 200 , 000 H 150 , 000 18 Ni ...

Page 22

40 ) and aged E

Glass Fig . 2 . 12 Brittle behavior in tension . Data on E

C . Mylonas , and G . Lianis , On the Exhaustion of Ductility of E -

40 ) and aged E

**steel**o , psi 50 , 000 to 0 . 36 E**steel**as received Gray cast iron bGlass Fig . 2 . 12 Brittle behavior in tension . Data on E

**steel**from D . C . Drucker ,C . Mylonas , and G . Lianis , On the Exhaustion of Ductility of E -

**Steel**in ...Page 85

OFHC copper 1020

400 600 Temperature , °F Fig . 5 . 10 Ductility in tension vs temperature . Data on

and ...

OFHC copper 1020

**steel**Reduction of area , % 50 4340**steel**0 200 800 1000400 600 Temperature , °F Fig . 5 . 10 Ductility in tension vs temperature . Data on

**steel**, ASTM Spec . Tech . Publs . 180 and 199 , prepared by W . F . Simmonsand ...

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 versus viscous yield zero