About: Lateral-torsional buckling of class 4 steel welded beams at elevated temperature

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper presents research in behaviour of laterally unrestrained beams (I or H section) of Class 4 cross-sections at elevated temperatures, which is based on an undergoing research program focused on fire design of slender sections. Three Class 4 section beams were tested at temperatures 450 and 650°C. One of the beams was tapered. The design of the test set-up and description of the experiment is given. The tests were subsequently used for FE model validation. Later, a parametric study was performed in general FE software ABAQUS. Finally, all the numerical data are shown and compared to existing design codes. A recommendation for the further refinement of the design formulas is also given. This paper presents research in behaviour of laterally unrestrained beams (I or H section) of Class 4 cross-sections at elevated temperatures, which is based on an undergoing research program focused on fire design of slender sections. Three Class 4 section beams were tested at temperatures 450 and 650°C. One of the beams was tapered. The design of the test set-up and description of the experiment is given. The tests were subsequently used for FE model validation. Later, a parametric study was performed in general FE software ABAQUS. Finally, all the numerical data are shown and compared to existing design codes. A recommendation for the further refinement of the design formulas is also given. (en)
Title	Lateral-torsional buckling of class 4 steel welded beams at elevated temperature Lateral-torsional buckling of class 4 steel welded beams at elevated temperature (en)
skos:prefLabel	Lateral-torsional buckling of class 4 steel welded beams at elevated temperature Lateral-torsional buckling of class 4 steel welded beams at elevated temperature (en)
skos:notation	RIV/68407700:21110/14:00219065!RIV15-MSM-21110___
http://linked.open...avai/riv/aktivita	V
http://linked.open...avai/riv/aktivity	V
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Jandera, Michal Wald, František Prachař, 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	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	25753
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/14:00219065
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	steel structure; fire resistance; Class 4 section; lateral-torsional buckling; numerical modelling (en)
http://linked.open.../riv/klicoveSlovo	Class 4 section fire resistance numerical modelling steel structure lateral-torsional buckling
http://linked.open...ontrolniKodProRIV	[2A1EDE682445]
http://linked.open...v/mistoKonaniAkce	Shanghai
http://linked.open...i/riv/mistoVydani	Shanghai
http://linked.open...i/riv/nazevZdroje	Progress on Safety of Structures in Fire
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Wald, František Jandera, Michal Zhao, B. Prachař, Martin
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-06-11 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Tongji University Press
https://schema.org/isbn	978-7-5608-5494-6
http://localhost/t...ganizacniJednotka	21110

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