## Introduction to mechanics of deformable solids |

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Page 48

4.1 / SHEAR STRESS IN HOMOGENEOUS SIMPLE TENSION AND

COMPRESSION The stress-strain relations for homogeneous tension and ... Both

the

distributed.

4.1 / SHEAR STRESS IN HOMOGENEOUS SIMPLE TENSION AND

COMPRESSION The stress-strain relations for homogeneous tension and ... Both

the

**normal stress**a and the shear stress t on the tilted face are uniformlydistributed.

Page 229

Intersection with the circle at the point (<Ty,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 (<Ty,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

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 are

... However, <rmax is the greatest

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 are

... However, <rmax is the greatest

**normal stress**for any plane. Therefore this ...### What people are saying - Write a review

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### Common terms and phrases

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