## Introduction to mechanics of deformable solids |

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Page 83

5.3 / UNIFORM CHANGE IN

of stress and strain in a bar under axial force, a thin-walled tube under twisting

moment, or a thin-walled spherical or cylindrical shell subjected to interior ...

5.3 / UNIFORM CHANGE IN

**TEMPERATURE**, FREE EXPANSION Homogeneityof stress and strain in a bar under axial force, a thin-walled tube under twisting

moment, or a thin-walled spherical or cylindrical shell subjected to interior ...

Page 84

5.9 Yield strength in tension (0.002 offset) vs

on steel, ASTM Spec. Tech. Pubis. 180 and 199, prepared by W. F. Simmons and

H. C. Cross. Data on copper, ASTM Spec. Tech. Publ. 181, prepared by C.

5.9 Yield strength in tension (0.002 offset) vs

**temperature**— short time tests. Dataon steel, ASTM Spec. Tech. Pubis. 180 and 199, prepared by W. F. Simmons and

H. C. Cross. Data on copper, ASTM Spec. Tech. Publ. 181, prepared by C.

Page 86

10 x 10« 0 200 400 600 800 1000

in tension. Short time tests (not too meaningful). Data on steel, ASTM Spec. Tech.

Pubis. 180 and 199, prepared by W. F. Simmons and H. C. Cross. Data on ...

10 x 10« 0 200 400 600 800 1000

**Temperature**, °F Fig. 5.12 Modulus of elasticityin tension. Short time tests (not too meaningful). Data on steel, ASTM Spec. Tech.

Pubis. 180 and 199, prepared by W. F. Simmons and H. C. Cross. Data on ...

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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