Introduction to Mechanics of Deformable Solids |
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Page 135
5 / PURE BENDING OF ASSEMBLAGES WITH SYMMETRY ABOUT BUT NOT IN
THE PLANE OF BENDING The next step toward generality is to suppose that
symmetry of the cross section about the y axis is preserved but that there is no ...
5 / PURE BENDING OF ASSEMBLAGES WITH SYMMETRY ABOUT BUT NOT IN
THE PLANE OF BENDING The next step toward generality is to suppose that
symmetry of the cross section about the y axis is preserved but that there is no ...
Page 136
If all bars are the same , there is an axis of symmetry for the new cross section
which is parallel to z at a distance h / 8 below z . Nevertheless , enforced rotation
about any fixed axis z produces the same effect in each bar of this symmetric ...
If all bars are the same , there is an axis of symmetry for the new cross section
which is parallel to z at a distance h / 8 below z . Nevertheless , enforced rotation
about any fixed axis z produces the same effect in each bar of this symmetric ...
Page 170
There no longer is axial symmetry , although both the two diameters which bisect
the sides and the two diameters which are diagonals of the square are axes of
geometric symmetry of the cross section . These four axes of geometric symmetry
...
There no longer is axial symmetry , although both the two diameters which bisect
the sides and the two diameters which are diagonals of the square are axes of
geometric symmetry of the cross section . These four axes of geometric symmetry
...
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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 |