## 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 0 200 400 600 800 1000

elasticity 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 0 200 400 600 800 1000

**Temperature**, °F Fig. 5.12 Modulus ofelasticity 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 ...

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angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch 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 principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero