Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 69
Page 162
2 / SOLID BARS AND THICK - WALLED TUBES AS ASSEMBLAGES OF THIN -
WALLED TUBES The extension of the previous results to any number of
concentric thin - walled tubes is straightforward . Again , the situation is
analogous to the ...
2 / SOLID BARS AND THICK - WALLED TUBES AS ASSEMBLAGES OF THIN -
WALLED TUBES The extension of the previous results to any number of
concentric thin - walled tubes is straightforward . Again , the situation is
analogous to the ...
Page 175
1 / THICK - WALLED SPHERE The assembling of individually homogeneous
bars in tension and compression to form a beam was reasonably straightforward .
The assembling of homogeneous isotropic thin - walled tubes in torsion to form a
...
1 / THICK - WALLED SPHERE The assembling of individually homogeneous
bars in tension and compression to form a beam was reasonably straightforward .
The assembling of homogeneous isotropic thin - walled tubes in torsion to form a
...
Page 186
Fixed spacing of two thin shells Many choices seem possible for the simulation of
the thick - walled homogeneous sphere of isotropic elastic - perfectly plastic
material . Try one which could be constructed with properly chosen metals and ...
Fixed spacing of two thin shells Many choices seem possible for the simulation of
the thick - walled homogeneous sphere of isotropic elastic - perfectly plastic
material . Try one which could be constructed with properly chosen metals and ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
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 |