Introduction to Mechanics of Deformable Solids |
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Page 53
4 and the discussion on the symmetry of the stress tensor ) requires Tor = Tre at
every point . At the circles bounding each cross section Tar = Tre = 0 . The
circular or axial symmetry and the vanishing of tær , everywhere in the central
gage ...
4 and the discussion on the symmetry of the stress tensor ) requires Tor = Tre at
every point . At the circles bounding each cross section Tar = Tre = 0 . The
circular or axial symmetry and the vanishing of tær , everywhere in the central
gage ...
Page 171
Uniformity along the length not only requires that each cross section warp or
otherwise distort equally but , when coupled with insensitivity to end - for - end
rotation about A - A ' , also requires that each radial line in each cross section
before ...
Uniformity along the length not only requires that each cross section warp or
otherwise distort equally but , when coupled with insensitivity to end - for - end
rotation about A - A ' , also requires that each radial line in each cross section
before ...
Page 317
Consequently , the plane - strain limit state for pa = pao requires R = 0 . When the
Tresca criterion is adopted instead , the plastic state of plane strain requires only
that oa be the intermediate principal stress and that the maximum shear stress ...
Consequently , the plane - strain limit state for pa = pao requires R = 0 . When the
Tresca criterion is adopted instead , the plastic state of plane strain requires only
that oa be the intermediate principal stress and that the maximum shear stress ...
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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 |