## Introduction to Mechanics of Deformable Solids |

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Page 53

6 Tar 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 Tar 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 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 ...

Page 237

They ( and the corresponding cross shears ) must be

on principal stresses are correct . The next step of the proof is to indicate the

orientation of the two planes of secondary principal stresses og , On ( Ten = 0 )

for ...

They ( and the corresponding cross shears ) must be

**zero**if previous statementson principal stresses are correct . The next step of the proof is to indicate the

orientation of the two planes of secondary principal stresses og , On ( Ten = 0 )

for ...

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### Common terms and phrases

acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero