Introduction to Mechanics of Deformable Solids |
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Page 163
It is worth recalling that the special strain requirement is met in uniform axial
tension or compression of bars of homogeneous isotropic material of any cross
section ; the axial strain is uniform , and the transverse strains are the same in all
...
It is worth recalling that the special strain requirement is met in uniform axial
tension or compression of bars of homogeneous isotropic material of any cross
section ; the axial strain is uniform , and the transverse strains are the same in all
...
Page 356
9 is modified by changing its cross section from round to square and by fixing the
end A against rotation but keeping B as a simple support . P is removed , and a
uniform load of q lb / in . is applied over the entire span . If the response is linear ...
9 is modified by changing its cross section from round to square and by fixing the
end A against rotation but keeping B as a simple support . P is removed , and a
uniform load of q lb / in . is applied over the entire span . If the response is linear ...
Page 420
If the columns are linear - elastic , some of the buckling loads can be obtained
from others . For example , P . for the uniform cantilever column does give Ph for
the uniform hinged - ended column , and vice versa . The reflected picture ,
shown ...
If the columns are linear - elastic , some of the buckling loads can be obtained
from others . For example , P . for the uniform cantilever column does give Ph for
the uniform hinged - ended column , and vice versa . The reflected picture ,
shown ...
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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 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 Michigan |
| Digitized | 29 Nov 2007 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |