## Introduction to mechanics of deformable solids |

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Page 228

(10,000, 0). The principal stress of 5000 psi compression acting on

as point 3 whose coordinates are ( — 5000,0). The line joining points 1 and 3 is a

diameter of the Mohr's circle for the components of stress acting on any

(10,000, 0). The principal stress of 5000 psi compression acting on

**plane**3 plotsas point 3 whose coordinates are ( — 5000,0). The line joining points 1 and 3 is a

diameter of the Mohr's circle for the components of stress acting on any

**plane**...Page 233

11.16

g3 |<r3| (a) rm„ = -j- or (6) — - - or (c) — r = y The direction of o\ and the

which it acts can be determined approximately by inspection. As illustrated by the

...

11.16

**Plane**stress — zero cannot be ignored. <tl — <TJ 0-1 — 0 0, 0 — <T3 —g3 |<r3| (a) rm„ = -j- or (6) — - - or (c) — r = y The direction of o\ and the

**plane**onwhich it acts can be determined approximately by inspection. As illustrated by the

...

Page 237

Shear stress components are shown on each face of the parallelepiped formed

by parallel pairs of the three perpendicular

labeled with a question mark. They (and the corresponding cross shears) must

be ...

Shear stress components are shown on each face of the parallelepiped formed

by parallel pairs of the three perpendicular

**planes**. Those on the Ğrm.x face arelabeled with a question mark. They (and the corresponding cross shears) must

be ...

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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