## Introduction to Mechanics of Deformable Solids |

### From inside the book

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Page 51

3 Long , thin - walled

. 4 Typical cross section . The wall thickness tv is exaggerated to make the details

clearer . The mean radius r differs little from the outer or the inner radius . 4 .

3 Long , thin - walled

**circular**tube of homogeneous and isotropic material . Fig . 4. 4 Typical cross section . The wall thickness tv is exaggerated to make the details

clearer . The mean radius r differs little from the outer or the inner radius . 4 .

Page 163

5 T = Sa + r dA = 2 + / * rr * dr da = 2ar dr would be indistinguishable in behavior

from a thick - walled tube or a solid

individual tube were the same and the change in diameter were proportional to

the ...

5 T = Sa + r dA = 2 + / * rr * dr da = 2ar dr would be indistinguishable in behavior

from a thick - walled tube or a solid

**circular**bar if the change in length of eachindividual tube were the same and the change in diameter were proportional to

the ...

Page 170

Concentric

that no reliance can be placed on the main results of the

Concentric

**circular**tubes provide no guide to the solution , because only a**circular**solid or hollow shaft can result from their combination . It is easy to seethat no reliance can be placed on the main results of the

**circular**- shaft analysis .### 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