## Introduction to mechanics of deformable solids |

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Page 171

If zero shear strain is to correspond to the zero shear stress at the corners of the

square, the right angle between the edge parallel to the axis of the shaft and

each of the perpendicular lines on the faces prior to

If zero shear strain is to correspond to the zero shear stress at the corners of the

square, the right angle between the edge parallel to the axis of the shaft and

each of the perpendicular lines on the faces prior to

**twisting**must remain a right ...Page 173

B. After a long time elapses, what are the stress and the

cylinder? C. Determine a mathematical expression for the variation of the angle

of

...

B. After a long time elapses, what are the stress and the

**twisting**moment in eachcylinder? C. Determine a mathematical expression for the variation of the angle

of

**twist**<p with time. 8.3 Now consider the three cylinders of Probs. 8.1 and 8.2 to...

Page 174

A

the distribution of shear stress and shear strain over the combined cross section

of the inner and the outer cylinder: A. Immediately upon application of T B. After a

...

A

**twisting**moment T is applied abruptly to the assemblage. Compute and sketchthe distribution of shear stress and shear strain over the combined cross section

of the inner and the outer cylinder: A. Immediately upon application of T B. After a

...

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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