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 results obtained for more elementary
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 elementary
problems 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 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 ...
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 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 ...
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |