Introduction to Mechanics of Deformable Solids |
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Page 224
The two - dimensional sketch is adequate , but the true three - dimensional
situation must always be kept in mind . Zero values are significant numbers , not
ignorable ones . For example , in the thin - walled circular tube under interior
pressure ...
The two - dimensional sketch is adequate , but the true three - dimensional
situation must always be kept in mind . Zero values are significant numbers , not
ignorable ones . For example , in the thin - walled circular tube under interior
pressure ...
Page 234
C . On a sketch of the tube choose a point , and show the plane on which each (
01 , 0 2 , 0 3 , 7 max ) acts . D . Draw the three Mohr ' s circles , and label 01 , 02 ,
03 , Tmax : E . Find and sketch the components of stress on the planes which ...
C . On a sketch of the tube choose a point , and show the plane on which each (
01 , 0 2 , 0 3 , 7 max ) acts . D . Draw the three Mohr ' s circles , and label 01 , 02 ,
03 , Tmax : E . Find and sketch the components of stress on the planes which ...
Page 258
001 in . in diameter , and twisted through 0 . 5o . A . Find the principal strains in
the surface , and show their orientation on a sketch of the tube . B . Find the
normal strain en in the surface at + 30° and at - 30° to the circumferential
direction .
001 in . in diameter , and twisted through 0 . 5o . A . Find the principal strains in
the surface , and show their orientation on a sketch of the tube . B . Find the
normal strain en in the surface at + 30° and at - 30° to the circumferential
direction .
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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 |