## Introduction to mechanics of deformable solids |

### From inside the book

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Page 22

100.000 50,000 Precompressed (>0.40) and aged E

received 0.02 Fig. 2.12 Brittle behavior in tension. Data on E

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

Tension ...

100.000 50,000 Precompressed (>0.40) and aged E

**steel**to 0.36 •"^E**steel**asreceived 0.02 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**inTension ...

Page 59

r 0.005 Aluminum alloy BS 2L42 i 200°C, 9600 psi C-Mo

C-Mo

, hr Fig. 4.14 Creep in shear. Data on C-Mo

r 0.005 Aluminum alloy BS 2L42 i 200°C, 9600 psi C-Mo

**steel**800°F, 16.000 psiC-Mo

**steel**1050°F, 9000 psi C-Mo**steel**800°F, 11.000 psi 1000 2000 3000 Time, hr Fig. 4.14 Creep in shear. Data on C-Mo

**steel**, F. L. Everett and C. L. Clark, ...Page 87

A. Mild

. Compute the change in diameter. Do you need to know the answer to Prob. 5.2

first? B. Compute the change in wall thickness. C. Compute the change in ...

A. Mild

**steel**similar to 1020 HR B. 2024-T4 5.3 At the working load in Prob. 5.2: A. Compute the change in diameter. Do you need to know the answer to Prob. 5.2

first? B. Compute the change in wall thickness. C. Compute the change in ...

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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 nonlinear-viscous 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 rigid end plates rotation shaft shear strain shear stress shell 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 torque torsion uniform unloading versus viscous yield curve yield stress zero