## 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 171

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

square , the right

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 the

square , the right

**angle**between the edge parallel to the axis of the shaft andeach of the perpendicular lines on the faces prior to twisting must remain a right ...

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° ...### What people are saying - Write a review

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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