Introduction to Mechanics of Deformable Solids |
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Page 71
1 / ADDITION OF HYDROSTATIC ( ALL - AROUND ) PRESSURE No mention
was made of the presence of atmospheric pressure in the discussions of the
deformations and strains under uniaxial stress or in simple shear . It was
unnecessary ...
1 / ADDITION OF HYDROSTATIC ( ALL - AROUND ) PRESSURE No mention
was made of the presence of atmospheric pressure in the discussions of the
deformations and strains under uniaxial stress or in simple shear . It was
unnecessary ...
Page 175
chapter 9 Thick - walled pressure vessels 9 . 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
...
chapter 9 Thick - walled pressure vessels 9 . 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
...
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 ...
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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 |