## 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

(a) rm„ - -j- or (6) — = - or (c) — = y The direction of <ri and the

acts can be determined approximately by inspection. As illustrated by the square

...

11.16

**Plane**stress — zero cannot be ignored. , . ,n - <r> ... <ri - 0 <ri 0 - a, -a, \<r,\(a) rm„ - -j- or (6) — = - or (c) — = y The direction of <ri and the

**plane**on which itacts can be determined approximately by inspection. As illustrated by the square

...

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 <rmax face arelabeled with a question mark. They (and the corresponding cross shears) must

be ...

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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