## Introduction to mechanics of deformable solids |

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Page 22

100.000 r Q. b~ 50.000 'Gray cast iron r Glass Precompressed ( > 0.40) and aged

E

on E

100.000 r Q. b~ 50.000 'Gray cast iron r Glass Precompressed ( > 0.40) and aged

E

**steel**to 0.36 E**steel**as received 0.02 Fig. 2.12 Brittle behavior in tension. Dataon E

**steel**from D. C. Drucker, C. Mylonas, and G. Lianis, On the Exhaustion of ...Page 59

y 0.005 1000 2000 3000 Time, hr Fig. 4.14 Creep in shear. Data on C-Mo

F. L. Everett and C. L. Clark, Report on Torsion Creep Tests for Comparison with

Tension Creep Tests on a Carbon- Molybdenum

y 0.005 1000 2000 3000 Time, hr Fig. 4.14 Creep in shear. Data on C-Mo

**steel**,F. L. Everett and C. L. Clark, Report on Torsion Creep Tests for Comparison with

Tension Creep Tests on a Carbon- Molybdenum

**Steel**, Proc. ASTM, vol. 39, pp.Page 88

A. OFHC copper at 165°C B. 1020 HR

. C-Mo

in. wall thickness. 5.12 The

...

A. OFHC copper at 165°C B. 1020 HR

**steel**at 800°F C. OFHC copper at 235°F D. C-Mo

**steel**at 800°F (Fig. 4.21) 5.11 Parts of Prob. 5.10 as assigned, but for a f-in. wall thickness. 5.12 The

**steel**pipe of Prob. 5.10B is cooled down to 40°F, and...

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applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent tion torque torsion uniform unloading versus viscous yield curve yield stress zero