## Introduction to Mechanics of Deformable Solids |

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Page 57

A wall thickness of one - tenth the radius , which is thin but by no means extreme ,

gives only £5 percent deviation . The thinner the tube , the less the deviation and

the closer the

A wall thickness of one - tenth the radius , which is thin but by no means extreme ,

gives only £5 percent deviation . The thinner the tube , the less the deviation and

the closer the

**approximation**to the assumed constancy of strain . Unfortunately ...Page 185

Should you be called upon for a solution , you will have to resort to

and simulation . ... Development of a feeling for permissible idealizations and

Should you be called upon for a solution , you will have to resort to

**approximation**and simulation . ... Development of a feeling for permissible idealizations and

**approximations**is possible only by comparison of the results obtained for more ...Page 406

14 . 13 ) . However , when P is small or , better , when ( VP / EIL is small

compared with unity , tan ( VP / EI ) may be written as ( VP / EIL + [ ( VP / EI ) L ] 3 /

3 + 2 [ ( VP / EI ) L ] 5 / 15 plus higher - order terms . To a first

PI - JPL ...

14 . 13 ) . However , when P is small or , better , when ( VP / EIL is small

compared with unity , tan ( VP / EI ) may be written as ( VP / EIL + [ ( VP / EI ) L ] 3 /

3 + 2 [ ( VP / EI ) L ] 5 / 15 plus higher - order terms . To a first

**approximation**tanPI - JPL ...

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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