## Introduction to mechanics of deformable solids |

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Page 25

A

2 is not unreasonable for quasi-static loading. The corresponding factor of safety

against brittle fracture might well exceed 5, while ensuring against excessive ...

A

**ratio**of failure, or plastic collapse load, to working load in the neighborhood of2 is not unreasonable for quasi-static loading. The corresponding factor of safety

against brittle fracture might well exceed 5, while ensuring against excessive ...

Page 277

Not only are they unequal in general, but their

level of stress or strain is altered. The

but mathematically important form of stress-strain relation, the single power-term

...

Not only are they unequal in general, but their

**ratio**ordinarily will vary as thelevel of stress or strain is altered. The

**ratio**of W to ft is constant for a very specialbut mathematically important form of stress-strain relation, the single power-term

...

Page 299

Once the stress

13.3:2, 3) give the stresses themselves. This straightforward procedure works

because of a fundamental and very helpful attribute of power-term stress-strain ...

Once the stress

**ratios**ti/t2 and aai/Oa2 are found, the equations of equilibrium (13.3:2, 3) give the stresses themselves. This straightforward procedure works

because of a fundamental and very helpful attribute of power-term stress-strain ...

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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