Introduction to Mechanics of Deformable Solids |
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Page 152
( Actual beam A = 11 in . 2 ) 7 . 8 / PROBLEMS OF ACTUAL BEAMS IN PURE
BENDING OR ENFORCED ROTATION 7 . 20 Consider a beam of uniform cross
section which is symmetric about the xy plane but not the xz plane . A pure
bending ...
( Actual beam A = 11 in . 2 ) 7 . 8 / PROBLEMS OF ACTUAL BEAMS IN PURE
BENDING OR ENFORCED ROTATION 7 . 20 Consider a beam of uniform cross
section which is symmetric about the xy plane but not the xz plane . A pure
bending ...
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 389
When the displacements and strains of the actual system are considered , 8 , for
example , may depend upon N , My , M2 , and T in combination . Linear - elastic
systems are decoupled to the extent that each component of strain is at most a ...
When the displacements and strains of the actual system are considered , 8 , for
example , may depend upon N , My , M2 , and T in combination . Linear - elastic
systems are decoupled to the extent that each component of strain is at most a ...
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Common terms and phrases
acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled 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 California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |