## Introduction to Mechanics of Deformable Solids |

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Page 53

6 Tær and Tar are

and uniformity along the length of the tube . and of uniformity along the length . It

is valid , therefore , even in a disturbed end region . Both the outer and the inner ...

6 Tær and Tar are

**zero**at the inner and outer radius independently of symmetryand uniformity along the length of the tube . and of uniformity along the length . It

is valid , therefore , even in a disturbed end region . Both the outer and the inner ...

Page 82

5 ( no change in volume ) , the axial strain is

and opposite to the circumferential . Now consider inelastic behavior with its

insensitivity to a hydrostatic pressure po . Inelastic deformation under stresses Oc

, ca ...

5 ( no change in volume ) , the axial strain is

**zero**and the radial strain is equaland opposite to the circumferential . Now consider inelastic behavior with its

insensitivity to a hydrostatic pressure po . Inelastic deformation under stresses Oc

, ca ...

Page 171

If

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 ...

If

**zero**shear strain is to correspond to the**zero**shear stress at the corners of thesquare , 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 ...

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### Common terms and phrases

actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires residual response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading versus viscous yield zero