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dc.contributor.authorLykhachova, Olga
dc.contributor.authorKołakowski, Zbigniew
dc.date.accessioned2017-09-05T10:11:46Z
dc.date.available2017-09-05T10:11:46Z
dc.date.issued2016
dc.identifier.citationMechanics and Mechanical Engineering Vol. 20, No. 2, 2016, str. 185–190en_EN
dc.identifier.issn1428-1511
dc.identifier.urihttp://hdl.handle.net/11652/1646
dc.description.abstractBuckling problem of pressured shallow spherical shells is studied numerically for two types of finite elements: axisymmetric and non–axisymmetric. A very good correspondence of obtained results and known solutions is revealed in the case of clamed and hinged spherical segments for both types of finite elements. The comparison of results also shows that using non–axisymmetric finite element lets one get full pre– and post–buckling equilibrium path in the range of relative deflections w=h.en_EN
dc.language.isoenpl_PL
dc.publisherLodz University of Technology. Faculty of Mechanical Engineering. Department Division of Dynamics.en_EN
dc.publisherWydawnictwo Politechniki Łódzkiej. Wydział Mechaniczny. Katedra Dynamiki Maszyn.pl_PL
dc.relation.ispartofseriesMechanics and Mechanical Engineering Vol. 20, No. 2, 2016en_EN
dc.subjectbucklingen_EN
dc.subjectspherical shellsen_EN
dc.subjectexternal pressureen_EN
dc.subjectnumerical simulationen_EN
dc.subjectaxisymmetric and non-axisymmetric finite elementsen_EN
dc.subjectwyboczeniepl_PL
dc.subjectsymulacja numerycznapl_PL
dc.subjectelementy skończonepl_PL
dc.subjectciśnienie zewnętrznepl_PL
dc.titleComparision of Numerical Results with Known Solutions of Buckling Problem of Pressured Shallow Spherical Shells.en_EN
dc.typeArtykułpl_PL
dc.typeArticleen_EN


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