Introduction to Mechanics of Deformable Solids |
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Page 38
... solution . An obvious particular solution is eσ1 / EK , which is the asymptotic value of e . Upon putting the differential equation in standard form , de EK + € = dt Ск σι Ск the solution to the homogeneous equation ( right - hand side ...
... solution . An obvious particular solution is eσ1 / EK , which is the asymptotic value of e . Upon putting the differential equation in standard form , de EK + € = dt Ск σι Ск the solution to the homogeneous equation ( right - hand side ...
Page 169
... solution has been found , the problem is completely solved . The answer found is correct , but remember that in general a solution may not be the solution . Uniqueness must be studied or at least stated . The statement is that , for ...
... solution has been found , the problem is completely solved . The answer found is correct , but remember that in general a solution may not be the solution . Uniqueness must be studied or at least stated . The statement is that , for ...
Page 329
... solution is essential ( see Fig . 13.5 and accompanying discussion in Chap . 13 ) . 14.3 / GENERAL COMMENTS ON SOLUTION OF PROBLEMS The general concepts and procedures for solving problems are the same in principle whether or not there ...
... solution is essential ( see Fig . 13.5 and accompanying discussion in Chap . 13 ) . 14.3 / GENERAL COMMENTS ON SOLUTION OF PROBLEMS The general concepts and procedures for solving problems are the same in principle whether or not there ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase 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 replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero