## Introduction to Mechanics of Deformable Solids |

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Page 53

6 Ter 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 Ter 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 op , o , ( Ten = 0 ) for

the ...

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 op , o , ( Ten = 0 ) for

the ...

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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero