## Introduction to mechanics of deformable solids |

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Page 48

chapter 4 Simple shear 4.1 / SHEAR STRESS IN HOMOGENEOUS SIMPLE

TENSION AND COMPRESSION The stress-strain relations for ... Both the

chapter 4 Simple shear 4.1 / SHEAR STRESS IN HOMOGENEOUS SIMPLE

TENSION AND COMPRESSION The stress-strain relations for ... Both the

**normal****stress**a and the shear stress t on the tilted face are uniformly distributed.Page 229

Intersection with the circle at the point (<Ts,Tyx) gives the normal and shear

components of stress acting on the plane. In this illustrative example, the

clockwise ...

Intersection with the circle at the point (<Ts,Tyx) gives the normal and shear

components of stress acting on the plane. In this illustrative example, the

**normal****stress**is negative, or compressive, whereas the shear stress is positive, orclockwise ...

Page 237

11.18a). Shear stress components are shown on each face of the parallelepiped

formed by parallel pairs of the three ... Proof that the <r3 just found is indeed the

smallest (algebraically) of all

...

11.18a). Shear stress components are shown on each face of the parallelepiped

formed by parallel pairs of the three ... Proof that the <r3 just found is indeed the

smallest (algebraically) of all

**normal stresses**follows from the recognition that the...

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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