## Introduction to mechanics of deformable solids |

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Page 211

Daniel Charles Drucker. 4CH- -40H Mises ellipse (a) (b) Fig. 10.7 Yield curves for

combined tension and torsion. moderate to large offset definition of yield. The

curve which joins the

states ...

Daniel Charles Drucker. 4CH- -40H Mises ellipse (a) (b) Fig. 10.7 Yield curves for

combined tension and torsion. moderate to large offset definition of yield. The

curve which joins the

**initial**yield points (the**initial**yield curve) separates thestates ...

Page 410

A small increase in P causes a large increase in vmsix; dP/dvm*x = 0 at P = Ph-

determination of Ph, is a fascinating topic in applied mathematics which has

reached a high ...

A small increase in P causes a large increase in vmsix; dP/dvm*x = 0 at P = Ph-

**Initial**deflection The eigenvalue type of problem, as illustrated by thedetermination of Ph, is a fascinating topic in applied mathematics which has

reached a high ...

Page 438

... 128, 371-373 equivalent, 128 Mohr's circle for, 373 polar, 160 product of, 371-

373 Inertia tensor, 372, 373

deflection or imperfection, 410

Instability ...

... 128, 371-373 equivalent, 128 Mohr's circle for, 373 polar, 160 product of, 371-

373 Inertia tensor, 372, 373

**Initial**creep, 30 (See also under Creep)**Initial**deflection or imperfection, 410

**Initial**stress, 96**Initial**yield (see Yield,**initial**)Instability ...

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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