Introduction to Mechanics of Deformable Solids |
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Page 126
The methods of solution employing generalized stress and strain and those
employing actual stress and strain are in essence the same . It is true that the
definitions En = ( 7 . 3 : 6 ) and Pn = onAn ( 7 . 3 : 7 ) along with the
corresponding steps ...
The methods of solution employing generalized stress and strain and those
employing actual stress and strain are in essence the same . It is true that the
definitions En = ( 7 . 3 : 6 ) and Pn = onAn ( 7 . 3 : 7 ) along with the
corresponding steps ...
Page 377
Of course , unless at least some of the salient features of the actual , or real , state
( which satisfies both equilibrium and compatibility ) appear either in the
equilibrium set or in the compatible set , no information about the real problem
will be ...
Of course , unless at least some of the salient features of the actual , or real , state
( which satisfies both equilibrium and compatibility ) appear either in the
equilibrium set or in the compatible set , no information about the real problem
will be ...
Page 384
( a ) ( Actual ) compatible set ( no forces applied ) ; ( 6 ) equilibrium set to find uc .
The actual horizontal displacement uc of C is to be found . Therefore the actual
displacements and strains ( elongations 8 ) are taken as the compatible set in the
...
( a ) ( Actual ) compatible set ( no forces applied ) ; ( 6 ) equilibrium set to find uc .
The actual horizontal displacement uc of C is to be found . Therefore the actual
displacements and strains ( elongations 8 ) are taken as the compatible set in 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 |