Introduction to Mechanics of Deformable Solids |
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Page 89
1 / RELATION TO THE GENERAL PROBLEM AND INTRODUCTION TO
GENERALIZED STRESS AND STRAIN The ... Considerations of equilibrium , of
strains and the deformations they are compatible with , and of stress - strain
relations all ...
1 / RELATION TO THE GENERAL PROBLEM AND INTRODUCTION TO
GENERALIZED STRESS AND STRAIN The ... Considerations of equilibrium , of
strains and the deformations they are compatible with , and of stress - strain
relations all ...
Page 159
Tį and T , replace P , and P2 , T replaces R , T P , 41 and 42 replace 81 and 82 ,
and the T versus y generalized - stress - generalized - strain relation replaces the
P versus 8 relation . There is , however , one important difference in the physical
...
Tį and T , replace P , and P2 , T replaces R , T P , 41 and 42 replace 81 and 82 ,
and the T versus y generalized - stress - generalized - strain relation replaces the
P versus 8 relation . There is , however , one important difference in the physical
...
Page 180
00 V € е or V E 00 Er V Linear - elastic stress - strain relation The relation
between stress and strain at any r depends upon the material of the sphere . For
linear - elastic response of an isotropic material , the individual effect of each of
the ...
00 V € е or V E 00 Er V Linear - elastic stress - strain relation The relation
between stress and strain at any r depends upon the material of the sphere . For
linear - elastic response of an isotropic material , the individual effect of each of
the ...
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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 |