Introduction to Mechanics of Deformable Solids |
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Page 4
6 Statically indeterminate Problems 106 chapter 7 Beams in pure bending 111 7 .
1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111
Linear - elastic behavior 114 Elastic - perfectly plastic idealization 115 Linear ...
6 Statically indeterminate Problems 106 chapter 7 Beams in pure bending 111 7 .
1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111
Linear - elastic behavior 114 Elastic - perfectly plastic idealization 115 Linear ...
Page 111
1 / PURE BENDING OF PLANE ASSEMBLAGES OF BARS IN TENSION AND
COMPRESSION A brief look at the development so far shows that but a bare
beginning has been made in the attack on the general problem of the prismatic or
...
1 / PURE BENDING OF PLANE ASSEMBLAGES OF BARS IN TENSION AND
COMPRESSION A brief look at the development so far shows that but a bare
beginning has been made in the attack on the general problem of the prismatic or
...
Page 143
7 / PURE BENDING OF ACTUAL BEAMS Relation to assemblages of bars A
doubly symmetric assemblage of bars suggests a doubly symmetric beam of
constant , or uniform , cross section along its length . In pure bending , each cross
...
7 / PURE BENDING OF ACTUAL BEAMS Relation to assemblages of bars A
doubly symmetric assemblage of bars suggests a doubly symmetric beam of
constant , or uniform , cross section along its length . In pure bending , each cross
...
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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 |