Introduction to Mechanics of Deformable Solids |
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Page 8
... displacements , find the time history of the stress , strain , and displacement at each point . The simplest class of these enormously complicated problems is that of static equilibrium of a body which is in equilibrium with its ...
... displacements , find the time history of the stress , strain , and displacement at each point . The simplest class of these enormously complicated problems is that of static equilibrium of a body which is in equilibrium with its ...
Page 93
... displacement ( the velocity ) of A is d81 dt + d82 dt downward The form for B should be obvious . Should a negative number appear as the answer , the velocity vector points up instead of down . Return now to the displacement of C when ...
... displacement ( the velocity ) of A is d81 dt + d82 dt downward The form for B should be obvious . Should a negative number appear as the answer , the velocity vector points up instead of down . Return now to the displacement of C when ...
Page 378
... displacements u * chosen for the com- putation of the virtual work need bear no relation to the character of the actual displacement u of the body . The second and related point is the lack of any requirement that the " displacements ...
... displacements u * chosen for the com- putation of the virtual work need bear no relation to the character of the actual displacement u of the body . The second and related point is the lack of any requirement that the " displacements ...
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Common terms and phrases
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