Introduction to Mechanics of Deformable Solids |
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Page 11
Then the applied forces and specified displacements determine the state of
stress , strain , and displacement throughout the body . In outline form , the
solution of a problem at each instant of time must satisfy : 1 . Equations of
equilibrium or of ...
Then the applied forces and specified displacements determine the state of
stress , strain , and displacement throughout the body . In outline form , the
solution of a problem at each instant of time must satisfy : 1 . Equations of
equilibrium or of ...
Page 93
2 Displacement of point C ( Fig . 6 . 1 ) . in a simple way for B ( Fig . 6 . 16 ) , bd3 +
ada a + b downward and with somewhat more effort for C ( Fig . 6 . 1c ) . Before
proceeding with the calculation for C , note that , if the time rate of change of ...
2 Displacement of point C ( Fig . 6 . 1 ) . in a simple way for B ( Fig . 6 . 16 ) , bd3 +
ada a + b downward and with somewhat more effort for C ( Fig . 6 . 1c ) . Before
proceeding with the calculation for C , note that , if the time rate of change of ...
Page 378
This trivial illustration does bring out three important features . The first is that the
type and magnitude of the displacements u * chosen for the computation of the
virtual work need bear no relation to the character of the actual displacement u of
...
This trivial illustration does bring out three important features . The first is that the
type and magnitude of the displacements u * chosen for the computation of the
virtual work need bear no relation to the character of the actual displacement u of
...
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Common terms and phrases
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |