## Introduction to Mechanics of Deformable Solids |

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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 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° ...Page 231

The line joining the two plotted points is a diameter of the circle , because the

planes represented are at right

x and the 1 direction is half the counterclockwise

The line joining the two plotted points is a diameter of the circle , because the

planes represented are at right

**angles**. ... 2 : 13 ) Ozon The**angle**a between thex and the 1 direction is half the counterclockwise

**angle**2a on the circle from the ...### What people are saying - Write a review

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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 needed 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 steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tube twisting uniform virtual viscous yield zero