Introduction to Mechanics of Deformable Solids |
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Page 19
If an estimate is available on the strain range of interest , it is better to choose oo
to lie somewhere in the middle of the corresponding range of stress . Often
problems can be solved with an unspecified value of oo and the appropriate
value ...
If an estimate is available on the strain range of interest , it is better to choose oo
to lie somewhere in the middle of the corresponding range of stress . Often
problems can be solved with an unspecified value of oo and the appropriate
value ...
Page 57
Experimental results can be obtained for the small - strain range without too
much trouble from buckling . The behavior for large strains can be found with
sufficient accuracy by an extrapolation of a series of tests on tubes of different
thickness .
Experimental results can be obtained for the small - strain range without too
much trouble from buckling . The behavior for large strains can be found with
sufficient accuracy by an extrapolation of a series of tests on tubes of different
thickness .
Page 200
Poisson ' s ratio v depends upon the material and the range in which the material
is operating . A value close to į is found in the inelastic range ; values of 1 to fare
common in the elastic range ( Fig . 2 . 3 and table in Appendix ) . Away from end ...
Poisson ' s ratio v depends upon the material and the range in which the material
is operating . A value close to į is found in the inelastic range ; values of 1 to fare
common in the elastic range ( Fig . 2 . 3 and table in Appendix ) . Away from end ...
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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 |