Introduction to Mechanics of Deformable Solids |
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Page 109
What is the maximum value of Fc ( plastic - limit load ) ? How could it be
calculated without going through the step - by - step process ? 3 . What is the
allowable load Fc based upon a factor o o o all of 1 . 7 against first yielding in any
bar ? 4 .
What is the maximum value of Fc ( plastic - limit load ) ? How could it be
calculated without going through the step - by - step process ? 3 . What is the
allowable load Fc based upon a factor o o o all of 1 . 7 against first yielding in any
bar ? 4 .
Page 177
Limit pressure ( elastic - perfectly plastic material ) However , not all problems do
require simultaneous consideration of equilibrium , compatibility , and
stressstrain relations . Statically determinate problems ( Sec . 6 . 2 ) are obvious
examples ...
Limit pressure ( elastic - perfectly plastic material ) However , not all problems do
require simultaneous consideration of equilibrium , compatibility , and
stressstrain relations . Statically determinate problems ( Sec . 6 . 2 ) are obvious
examples ...
Page 440
8 Offset yield strength , 11 , 58 One - dimensional problem , 185 , 331
Overhanging beam , 334 Path independence , 277 Perfectly plastic material , 16 ,
19 , 274 ( See also Plastic ) Permanent set or strain , 10 , 11 , 58 Photoelastic
coatings ...
8 Offset yield strength , 11 , 58 One - dimensional problem , 185 , 331
Overhanging beam , 334 Path independence , 277 Perfectly plastic material , 16 ,
19 , 274 ( See also Plastic ) Permanent set or strain , 10 , 11 , 58 Photoelastic
coatings ...
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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 |