000012680 001__ 12680
000012680 005__ 20160920162637.0
000012680 04107 $$aeng
000012680 046__ $$k2016-09-05
000012680 100__ $$aGrygorowicz, M.
000012680 24500 $$aElastic buckling and post-buckling behaviour of shells of revolution with special meridian

000012680 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012680 260__ $$bTaylor and Francis Group, London, UK
000012680 506__ $$arestricted
000012680 520__ $$2eng$$aThe paper is devoted to the analysis of two examples of non-classical shape of shells of revolution. The meridians of these shells are a plane curvature of the versiera of Agnesi and the Huygens tractrix. These curves are selected to investigations because of similarity of shape. It should be noted that the main parts of the meridians are in the shape of negative and positive Gaussian curvature. Geometrical parameters such as the principal curvature radii of the middle surface or the mass and capacity of all investigated shells of revolution are presented. The elastic buckling and post-buckling behaviour of family of shells with constant capacity and constant mass is analysed. The critical load, buckling modes and equilibrium paths for the family of shells are calculated with the use of the FEM (the ANSYS system).

000012680 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012680 653__ $$a

000012680 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012680 720__ $$aGrygorowicz, M.$$iJasion, P.$$iMagnucki, K.
000012680 8560_ $$ffischerc@itam.cas.cz
000012680 8564_ $$s566962$$uhttp://invenio.itam.cas.cz/record/12680/files/128.pdf$$yOriginal version of the author's contribution as presented on CD, 128.pdf.
000012680 962__ $$r12552
000012680 980__ $$aPAPER