Introduction to Mechanics of Deformable Solids |
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Page 6
chapter 13 Nonlinear thick - walled homogeneous cylinder and assemblage
solutions 290 13 . 1 Previous Stopping Point and Restatement of Problem 290 13
. 2 Jr - type Stress - Strain Relations for oa , oc , O , , Tac 295 Nonlinear - viscous
J2 ...
chapter 13 Nonlinear thick - walled homogeneous cylinder and assemblage
solutions 290 13 . 1 Previous Stopping Point and Restatement of Problem 290 13
. 2 Jr - type Stress - Strain Relations for oa , oc , O , , Tac 295 Nonlinear - viscous
J2 ...
Page 35
Viscous elongation or strain takes time to develop ; essentially no deformation
occurs during abrupt changes in load . As employed in this text , “ abrupt ” will
mean fast enough to produce no significant viscous deformation and yet slow
enough ...
Viscous elongation or strain takes time to develop ; essentially no deformation
occurs during abrupt changes in load . As employed in this text , “ abrupt ” will
mean fast enough to produce no significant viscous deformation and yet slow
enough ...
Page 268
4 , the viscous coefficient in simple shear Co , which replaces G , then is C / 3 ,
and . – deij - deij – Sij _ 3sij Cij = dt = dt = 20 , = 20 ( 12 . 2 : 18 ) There is no point
in rewriting the remaining linear - viscous stress - strain relations . Just place a
dot ...
4 , the viscous coefficient in simple shear Co , which replaces G , then is C / 3 ,
and . – deij - deij – Sij _ 3sij Cij = dt = dt = 20 , = 20 ( 12 . 2 : 18 ) There is no point
in rewriting the remaining linear - viscous stress - strain relations . Just place a
dot ...
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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 |