## 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 225

2 : 4 ) Note that , in the two - dimensional sketches , the

inclined plane and the plane on which a acts is measured positive in the

counterclockwise sense . Note especially that ins is taken as positive when it runs

in a ...

2 : 4 ) Note that , in the two - dimensional sketches , the

**angle**8 between theinclined plane and the plane on which a acts is measured positive in the

counterclockwise sense . Note especially that ins is taken as positive when it runs

in a ...

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

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