About: Beams of Monosymmetric Thin-Walled Steel Cross-Sections Loaded Perpendicularly to the Axis of Symmetry in the Light of the EN 1993 Approach

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About: Beams of Monosymmetric Thin-Walled Steel Cross-Sections Loaded Perpendicularly to the Axis of Symmetry in the Light of the EN 1993 Approach Goto Sponge NotDistinct Permalink

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The beams of monosymmetric thin-walled steel cross-sections (for instance channel sections) have been widely used in civil engineering, e. g. as wall substructure beams or purlins in bending, compression and torsion (in case they are loaded eccentrically to the cross-section shear centre). Due to slenderness of the beam of thin-walled cross-section, the flexural or lateral torsional buckling might occur. The applicability of procedures given in the EN 1993-1-1 standard related to lateral torsional buckling is limited to cases when the vector of transverse loads goes through the cross-section shear centre. According to the background document to this standard, the applicability of lateral torsional buckling curves for other cases should be verified by experiments. It is the problem of torsion caused by certain eccentricity to the shear centre and bending which might be accompanied by lateral torsional buckling. This paper focuses on investigation of applicability of lateral torsional buckling curves by The beams of monosymmetric thin-walled steel cross-sections (for instance channel sections) have been widely used in civil engineering, e. g. as wall substructure beams or purlins in bending, compression and torsion (in case they are loaded eccentrically to the cross-section shear centre). Due to slenderness of the beam of thin-walled cross-section, the flexural or lateral torsional buckling might occur. The applicability of procedures given in the EN 1993-1-1 standard related to lateral torsional buckling is limited to cases when the vector of transverse loads goes through the cross-section shear centre. According to the background document to this standard, the applicability of lateral torsional buckling curves for other cases should be verified by experiments. It is the problem of torsion caused by certain eccentricity to the shear centre and bending which might be accompanied by lateral torsional buckling. This paper focuses on investigation of applicability of lateral torsional buckling curves by (en)
Title	Beams of Monosymmetric Thin-Walled Steel Cross-Sections Loaded Perpendicularly to the Axis of Symmetry in the Light of the EN 1993 Approach Beams of Monosymmetric Thin-Walled Steel Cross-Sections Loaded Perpendicularly to the Axis of Symmetry in the Light of the EN 1993 Approach (en)
skos:prefLabel	Beams of Monosymmetric Thin-Walled Steel Cross-Sections Loaded Perpendicularly to the Axis of Symmetry in the Light of the EN 1993 Approach Beams of Monosymmetric Thin-Walled Steel Cross-Sections Loaded Perpendicularly to the Axis of Symmetry in the Light of the EN 1993 Approach (en)
skos:notation	RIV/00216305:26110/13:PU103277!RIV14-GA0-26110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GAP105/12/0314), S
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Balázs, Ivan
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	62994
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU103277
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	steel, beam, thin-walled channel cross-sections, bending, torsion, lateral torsional buckling, stability (en)
http://linked.open.../riv/klicoveSlovo	thin-walled channel cross-sections beam bending torsion stability steel lateral torsional buckling
http://linked.open...ontrolniKodProRIV	[AB94226F68D4]
http://linked.open...v/mistoKonaniAkce	Herľany
http://linked.open...i/riv/mistoVydani	Herľany, Slovensko
http://linked.open...i/riv/nazevZdroje	Young Scientist 2013, The 5th PhD. Student Conference of Civil Engineering and Architecture
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Balázs, Ivan
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-04-10 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Technical University of Košice, Faculty of Civil Engineering
https://schema.org/isbn	978-80-553-1305-4
http://localhost/t...ganizacniJednotka	26110

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