Introduction to Mechanics of Deformable Solids |
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Page 4
1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111
Linear - elastic behavior 114 Elastic - perfectly plastic idealization 115 Linear -
work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear ...
1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111
Linear - elastic behavior 114 Elastic - perfectly plastic idealization 115 Linear -
work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear ...
Page 15
8 as a dashed line for each idealization except , of course , for the nonlinear -
elastic . Linear - elastic The stresses calculated to exist in structural elements at
design or working loads are almost always kept below a working stress ( Fig . 2 .
8 as a dashed line for each idealization except , of course , for the nonlinear -
elastic . Linear - elastic The stresses calculated to exist in structural elements at
design or working loads are almost always kept below a working stress ( Fig . 2 .
Page 197
3 : 35 ) Linear - viscous and linear - viscoelastic materials The solution for the
homogeneous isotropic linear - elastic thick - walled cylinder carries over directly
to our homogeneous isotropic linear - viscous idealization of material . There is
no ...
3 : 35 ) Linear - viscous and linear - viscoelastic materials The solution for the
homogeneous isotropic linear - elastic thick - walled cylinder carries over directly
to our homogeneous isotropic linear - viscous idealization of material . There is
no ...
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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 |