## Introduction to Mechanics of Deformable Solids |

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Page 185

Development of a feeling for permissible idealizations and approximations is

possible only by comparison of the

problems with the exact answers for these problems . A secondary reason for the

study of ...

Development of a feeling for permissible idealizations and approximations is

possible only by comparison of the

**results**obtained for more elementaryproblems with the exact answers for these problems . A secondary reason for the

study of ...

Page 230

The calculation is simple and direct and should not be skipped . The

however , can be written down without going through the entire process of

summation of forces , etc . When 7 = 0 ( Fig . 11 . 7 ) , the

, 9 ) or the ...

The calculation is simple and direct and should not be skipped . The

**result**,however , can be written down without going through the entire process of

summation of forces , etc . When 7 = 0 ( Fig . 11 . 7 ) , the

**result**is Eqs . ( 11 . 2 : 8, 9 ) or the ...

Page 315

6 : 1 ) Unless we take Poisson ' s ratio v to be y , an undesirable

. Incompressibility of the fluid between the tubes is not consistent with a volume

increase of elastic material in tension . Therefore tensile force R alone will ...

6 : 1 ) Unless we take Poisson ' s ratio v to be y , an undesirable

**result**is obtained. Incompressibility of the fluid between the tubes is not consistent with a volume

increase of elastic material in tension . Therefore tensile force R alone will ...

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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