About: Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Given the current very stringent competition between steel and concrete, ways are being investigated with the view to make steel more competitive. One of them is undoubtedly to strive to reduce the cost of the fabrication of steel structures in general, and of steel bridges in particular. Within the framework of so doing, we should do our best in order to make the fabrication tolerances for the plate elements of steel structures less severe. Bearing this in mind, an extensive analysis of the effect of the initial imperfections of the web of steel girders on their ultimate limit state is studied by the authors. The investigation is based on non-linear elasto-plastic large-deflection theory, realistic (ie. based on measurements on ordinary steelwork) configurations and magnitudes of web initial curvature being considered. The solution will be described in detail in the authors contribution and the conclusions drawn therefrom presented. Given the current very stringent competition between steel and concrete, ways are being investigated with the view to make steel more competitive. One of them is undoubtedly to strive to reduce the cost of the fabrication of steel structures in general, and of steel bridges in particular. Within the framework of so doing, we should do our best in order to make the fabrication tolerances for the plate elements of steel structures less severe. Bearing this in mind, an extensive analysis of the effect of the initial imperfections of the web of steel girders on their ultimate limit state is studied by the authors. The investigation is based on non-linear elasto-plastic large-deflection theory, realistic (ie. based on measurements on ordinary steelwork) configurations and magnitudes of web initial curvature being considered. The solution will be described in detail in the authors contribution and the conclusions drawn therefrom presented. (en)
Title	Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder (en)
skos:prefLabel	Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder (en)
skos:notation	RIV/00216305:26110/09:PU85660!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(1M0579), P(GA103/08/0275), Z(AV0Z20710524)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Kala, Jiří Kala, Zdeněk Melcher, Jindřich
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	323224
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/09:PU85660
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Thin-wall, steel, limit state, imperfection, non-linear, FEM, ANSYS (en)
http://linked.open.../riv/klicoveSlovo	imperfection FEM steel ANSYS limit state non-linear Thin-wall
http://linked.open...ontrolniKodProRIV	[F36C0932630A]
http://linked.open...v/mistoKonaniAkce	Funchal, Madeira
http://linked.open...i/riv/mistoVydani	Funchal, Madeira, Portugalsko
http://linked.open...i/riv/nazevZdroje	Civil, Structural and Environmental Engineering Computing
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures Sensitivity analysis of factors influencing the limit state of thin-walled structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Kala, Jiří Melcher, Jindřich Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2009-09-01 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Time dependent response of materials, systems and environments on natural and human actions
number of pages	10 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-1-905088-30-0
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder Large deflection theory analysis of the effect of web initial curvature on the ultimate strength of steel plate girder

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