## Introduction to mechanics of deformable solids |

### From inside the book

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Page 55

Therefore, at each stage in the twisting deformation the circle remains a circle

with the central

not rule out a change in radius or an axial displacement, nor does it restrict the ...

Therefore, at each stage in the twisting deformation the circle remains a circle

with the central

**angle**between any two points unchanged. Axial symmetry doesnot rule out a change in radius or an axial displacement, nor does it restrict the ...

Page 228

This plane makes an

10,000-psi stress acts. Therefore the corresponding point on the circle is on the

radial line from the center which makes an

This plane makes an

**angle**of 30° counterclockwise with the plane on which the10,000-psi stress acts. Therefore the corresponding point on the circle is on the

radial line from the center which makes an

**angle**of twice 30°, or 60°, ...Page 231

The line joining the two plotted points is a diameter of the circle, because the

planes represented are at right

average of ax and ay, and the radius R are established directly. Figure 11.14

indicates the ...

The line joining the two plotted points is a diameter of the circle, because the

planes represented are at right

**angles**. Both the center of the circle, at theaverage of ax and ay, and the radius R are established directly. Figure 11.14

indicates 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