Study of Behaviour of Beams and Panels Based on Influence of Rigidity

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dc.contributor.authorPešek, Ondřejcs
dc.contributor.authorMelcher, Jindřichcs
dc.coverage.issue9cs
dc.coverage.volume40cs
dc.date.issued2012-09-26cs
dc.description.abstractThe aim of this paper is the elaboration of a study on the real behaviour of beams and thin panels considering the effect of large deflection. The classic plate theory was developed for panels whose deflections are lower than their depth. This is so-called a simple deflection theory. At thin panels of steel or structural glass the deflections are higher than their depth. Therefore, we have to apply the large deflection theory. Membrane effects influence the behaviour of thin panels. Typical rigid beams can be analyzed by a classic elastic theory. The results of large deflection theory give more accurate image of behaviour of non-rigid structures. Therefore, it is necessary to realize non linear calculations. The numerical models are realized using ANSYS software based on finite element method. Numerical models were realised using space and planar finite elements. They were analyzed by linear and nonlinear computation. The resulting computations were compared. Results using large deflection theory may provide more favourable base for designing of structural element and they correspond to actual beam and plate behaviour.en
dc.description.abstractThe aim of this paper is the elaboration of a study on the real behaviour of beams and thin panels considering the effect of large deflection. The classic plate theory was developed for panels whose deflections are lower than their depth. This is so-called a simple deflection theory. At thin panels of steel or structural glass the deflections are higher than their depth. Therefore, we have to apply the large deflection theory. Membrane effects influence the behaviour of thin panels. Typical rigid beams can be analyzed by a classic elastic theory. The results of large deflection theory give more accurate image of behaviour of non-rigid structures. Therefore, it is necessary to realize non linear calculations. The numerical models are realized using ANSYS software based on finite element method. Numerical models were realised using space and planar finite elements. They were analyzed by linear and nonlinear computation. The resulting computations were compared. Results using large deflection theory may provide more favourable base for designing of structural element and they correspond to actual beam and plate behaviour.en
dc.formattextcs
dc.format.extent363-368cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2012, vol. 40, issue 9, p. 363-368.en
dc.identifier.doi10.1016/j.proeng.2012.07.109cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-6595-4337cs
dc.identifier.orcid0000-0003-2599-9896cs
dc.identifier.other94211cs
dc.identifier.researcheridAAE-2765-2019cs
dc.identifier.researcheridAAE-6234-2019cs
dc.identifier.scopus36504679300cs
dc.identifier.scopus7006926212cs
dc.identifier.urihttp://hdl.handle.net/11012/69373
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S1877705812024952cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectstructural glassen
dc.subjectthin plateen
dc.subjectfinite element methoden
dc.subjectlarge deflection theoryen
dc.subjectstructural glass
dc.subjectthin plate
dc.subjectfinite element method
dc.subjectlarge deflection theory
dc.titleStudy of Behaviour of Beams and Panels Based on Influence of Rigidityen
dc.title.alternativeStudy of Behaviour of Beams and Panels Based on Influence of Rigidityen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-94211en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:40en
sync.item.modts2025.10.14 09:43:31en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
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