000015454 001__ 15454
000015454 005__ 20161115100222.0
000015454 04107 $$aeng
000015454 046__ $$k2016-08-21
000015454 100__ $$aShrivastava, Suresh
000015454 24500 $$aPlastic bifurcation paradox for circular and rectangular plates

000015454 24630 $$n24.$$p24th International Congress of Theoretical and Applied Mechanics - Book of Papers
000015454 260__ $$bInternational Union of Theoretical and Applied Mechanics, 2016
000015454 506__ $$arestricted
000015454 520__ $$2eng$$aExact bifurcation analyses are performed for circular and rectangular plates bonded to elastic foundations. The stresses before bifurcation are biaxial for rectangular plates and equibiaxial for circular ones. Rival theories of strain hardening plasticity model the plate material. For circular plates, the theories yield almost the same results regardless of the foundation. For rectangular plates, the results are similar for equibiaxial loading. Large differences emerge for non-equibiaxial loadings.

000015454 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015454 653__ $$a

000015454 7112_ $$a24th International Congress of Theoretical and Applied Mechanics$$cMontreal (CA)$$d2016-08-21 / 2016-08-26$$gICTAM2016
000015454 720__ $$aShrivastava, Suresh
000015454 8560_ $$ffischerc@itam.cas.cz
000015454 8564_ $$s170436$$uhttps://invenio.itam.cas.cz/record/15454/files/TS.SM14-3.01.pdf$$yOriginal version of the author's contribution as presented on CD,  page 2788, code TS.SM14-3.01
.
000015454 962__ $$r13812
000015454 980__ $$aPAPER