## Introduction to mechanics of deformable solids |

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Page 48

Three-dimensional sketches are troublesome to draw and generally are replaced

by two-dimensional views, as shown adjacent to the bar. Normal stresses a( and

a appear as arrows

Three-dimensional sketches are troublesome to draw and generally are replaced

by two-dimensional views, as shown adjacent to the bar. Normal stresses a( and

a appear as arrows

**perpendicular**to a line of cut; shear, or shearing stresses, ...Page 200

All components appearing on the three

there are zero except for r. If the material is linear-elastic or linear-viscoelastic, r =

Tr/Ip, where r is the radial distance from the axis of the shaft, x, and Ip is the ...

All components appearing on the three

**perpendicular**planes or surfaces shownthere are zero except for r. If the material is linear-elastic or linear-viscoelastic, r =

Tr/Ip, where r is the radial distance from the axis of the shaft, x, and Ip is the ...

Page 236

In an isotropic linear-elastic model of transparent birefringent material, the

differences in the secondary principal stresses (diameters of the Mohr's circle in

planes

for the ...

In an isotropic linear-elastic model of transparent birefringent material, the

differences in the secondary principal stresses (diameters of the Mohr's circle in

planes

**perpendicular**to the direction of propagation of the light) are responsiblefor 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 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