## 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

6 ) ( d ) Circle is traced out as B goes from 0 to 180° ( see Fig . 11 . 8 ) . The

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

can be written down without going through the entire process of summation of

forces ...

6 ) ( d ) Circle is traced out as B goes from 0 to 180° ( see Fig . 11 . 8 ) . 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 ...

Page 315

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