About: St. Venant Torsion Stiffness of Thin-walled Beams with Holes

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper deals with the problems of analysis and design of the thin-walled steel beams with web holes used in the storage systems and expedient flooring structures, in general. The verification of the St. Venant torsion stiffness is a partial step to determine the ultimate and design strength of the beams with respect to lateral torsion buckling. Usually the St. Venant torsion constant is derived from the parameters of cross-section weakened by hole and from the full cross-section. Based on weighted average of those values the substitute St. Venant torsion constant for the whole beam is being established. The calculated pure torsion parameters are verified by tests executed on three different lengths of beams (2, 3 and 4 meters). Also the profiles without any holes were tested for the comparison. The experiments were evaluated and the results are compared with the theoretical values. On the basis of the performed test results the formula for the St. Venant torsion constant of the thin-walled beams This paper deals with the problems of analysis and design of the thin-walled steel beams with web holes used in the storage systems and expedient flooring structures, in general. The verification of the St. Venant torsion stiffness is a partial step to determine the ultimate and design strength of the beams with respect to lateral torsion buckling. Usually the St. Venant torsion constant is derived from the parameters of cross-section weakened by hole and from the full cross-section. Based on weighted average of those values the substitute St. Venant torsion constant for the whole beam is being established. The calculated pure torsion parameters are verified by tests executed on three different lengths of beams (2, 3 and 4 meters). Also the profiles without any holes were tested for the comparison. The experiments were evaluated and the results are compared with the theoretical values. On the basis of the performed test results the formula for the St. Venant torsion constant of the thin-walled beams (en)
Title	St. Venant Torsion Stiffness of Thin-walled Beams with Holes St. Venant Torsion Stiffness of Thin-walled Beams with Holes (en)
skos:prefLabel	St. Venant Torsion Stiffness of Thin-walled Beams with Holes St. Venant Torsion Stiffness of Thin-walled Beams with Holes (en)
skos:notation	RIV/00216305:26110/11:PU95718!RIV12-MSM-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(1M0579), S
http://linked.open...vai/riv/dodaniDat	2012
http://linked.open...aciTvurceVysledku	Melcher, Jindřich Horáček, Martin
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	231823
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/11:PU95718
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	torsion stiffness, beam, hole, lateral torsional buckling, warping (en)
http://linked.open.../riv/klicoveSlovo	beam torsion stiffness warping hole lateral torsional buckling
http://linked.open...ontrolniKodProRIV	[0CAA06DA11D9]
http://linked.open...v/mistoKonaniAkce	Budapest
http://linked.open...i/riv/mistoVydani	Hungary
http://linked.open...i/riv/nazevZdroje	Proceedings of the 6th European Conference on Steel and Composite Structures
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures
http://linked.open...UplatneniVysledku	2011
http://linked.open...iv/tvurceVysledku	Melcher, Jindřich Horáček, Martin
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2011-08-31 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	ECCS European Convention for Constructional Steelwork
https://schema.org/isbn	978-92-9147-103-4
http://localhost/t...ganizacniJednotka	26110

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