## Introduction to mechanics of deformable solids |

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Page 48

The state of stress (stress tensor) is everywhere the same. However, the

plane of cut (Figs. 1.1, 1.4). A rectangular prism of arbitrary size and position, with

its axis ...

The state of stress (stress tensor) is everywhere the same. However, the

**components of stress**or force per unit area will vary with the orientation of theplane of cut (Figs. 1.1, 1.4). A rectangular prism of arbitrary size and position, with

its axis ...

Page 228

(10,000, 0). The principal stress of 5000 psi compression acting on plane 3 plots

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

(10,000, 0). The principal stress of 5000 psi compression acting on plane 3 plots

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 plane ...Page 237

Shear

by parallel pairs of the three perpendicular planes. Those on the Ğrm.x face are

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

be ...

Shear

**stress components**are shown on each face of the parallelepiped formedby parallel pairs of the three perpendicular planes. Those on the Ğrm.x face are

labeled 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