About: Mathematical Definitions and Experimentally Verification of the Torsion Characteristics of Perforated Steel Beams

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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 perforated thin-walled steel Sigma beams used in the storage systems and expedient flooring structures, in general. The verification of the torsion stiffness is a partial step to determine the ultimate and design strength of beams with respect to lateral torsion buckling. Both types of torsion stiffness (St. Venant and warping torsion stiffness) were examined. First the mathematical definitions for St. Venant torsion parameter It and warping constant Iw are being established. Then both torsion characteristics are verified by tests executed on three different lengths of beams (2, 3, 4 m). This paper deals with the problems of analysis and design of perforated thin-walled steel Sigma beams used in the storage systems and expedient flooring structures, in general. The verification of the torsion stiffness is a partial step to determine the ultimate and design strength of beams with respect to lateral torsion buckling. Both types of torsion stiffness (St. Venant and warping torsion stiffness) were examined. First the mathematical definitions for St. Venant torsion parameter It and warping constant Iw are being established. Then both torsion characteristics are verified by tests executed on three different lengths of beams (2, 3, 4 m). (en)
Title	Mathematical Definitions and Experimentally Verification of the Torsion Characteristics of Perforated Steel Beams Mathematical Definitions and Experimentally Verification of the Torsion Characteristics of Perforated Steel Beams (en)
skos:prefLabel	Mathematical Definitions and Experimentally Verification of the Torsion Characteristics of Perforated Steel Beams Mathematical Definitions and Experimentally Verification of the Torsion Characteristics of Perforated Steel Beams (en)
skos:notation	RIV/00216305:26110/12:PU102533!RIV13-GA0-26110___
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	2013
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	148703
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU102533
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	beam, torsion stiffness, web holes, torsion moment, warping, St. Venant torsion parameter, warping constant, load (en)
http://linked.open.../riv/klicoveSlovo	beam torsion stiffness load web holes warping St. Venant torsion parameter torsion moment warping constant
http://linked.open...ontrolniKodProRIV	[1440D0DA93B8]
http://linked.open...v/mistoKonaniAkce	Sliema
http://linked.open...i/riv/mistoVydani	Sliema
http://linked.open...i/riv/nazevZdroje	Proceedings of the 14th WSEAS International Conference onMATHEMATICAL and COMPUTATIONAL METHODS in SCIENCE and ENGINEERING (MACMESE '12)
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	Lateral-torsional buckling of thin-walled steel beams with holes
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Melcher, Jindřich Horáček, Martin
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2012-09-07 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	WSEAS Press
https://schema.org/isbn	978-1-61804-117-3
http://localhost/t...ganizacniJednotka	26110

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