About: The Influence of Initial Imperfections on the Behaviour of Thin-Walled Girders Welded of Slender Plate Elements

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About: The Influence of Initial Imperfections on the Behaviour of Thin-Walled Girders Welded of Slender Plate Elements Goto Sponge NotDistinct Permalink

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. In parallel with theoretical analysis conducted at the Institute of Structural Mechanics of the Faculty of Civil Engineering in Brno, the behaviour of thin-walled girders is also experimentally studied in Prague. In theoretical analysis, the girder was modelled, using the geometrically and materially nonlinear variant of the shell finite element method, by the ANSYS programme. The analysis was performed for loading values relevant to usual working loads, i.e. to loading that governs fatigue behaviour. By way of sensitivity analysis it was studied to what extent the variability of initial imperfections was reflected in the variability of stresses in the crack prone areas of the girder. All input imperfections were considered to be random quantities. The statistical distributions were introduced according to both experimentally obtained results and da The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. In parallel with theoretical analysis conducted at the Institute of Structural Mechanics of the Faculty of Civil Engineering in Brno, the behaviour of thin-walled girders is also experimentally studied in Prague. In theoretical analysis, the girder was modelled, using the geometrically and materially nonlinear variant of the shell finite element method, by the ANSYS programme. The analysis was performed for loading values relevant to usual working loads, i.e. to loading that governs fatigue behaviour. By way of sensitivity analysis it was studied to what extent the variability of initial imperfections was reflected in the variability of stresses in the crack prone areas of the girder. All input imperfections were considered to be random quantities. The statistical distributions were introduced according to both experimentally obtained results and da (en)
Title	The Influence of Initial Imperfections on the Behaviour of Thin-Walled Girders Welded of Slender Plate Elements The Influence of Initial Imperfections on the Behaviour of Thin-Walled Girders Welded of Slender Plate Elements (en)
skos:prefLabel	The Influence of Initial Imperfections on the Behaviour of Thin-Walled Girders Welded of Slender Plate Elements The Influence of Initial Imperfections on the Behaviour of Thin-Walled Girders Welded of Slender Plate Elements (en)
skos:notation	RIV/00216305:26110/04:PU44897!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita	P V Z
http://linked.open...avai/riv/aktivity	P(GA103/03/0233), P(GP103/01/D022), V, Z(MSM 261100007)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kala, Jiří Teplý, Břetislav Kala, Zdeněk
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	567897
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/04:PU44897
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	steel, girder, fatigue, random, imperfection, sensitivity, limit states (en)
http://linked.open.../riv/klicoveSlovo	girder imperfection fatigue steel limit states random sensitivity
http://linked.open...ontrolniKodProRIV	[7663E34BEAE9]
http://linked.open...v/mistoKonaniAkce	Timisoara (Romania)
http://linked.open...i/riv/mistoVydani	Timisoara (Romania)
http://linked.open...i/riv/nazevZdroje	International Colloquium Dedicated to the 70th Anniversary of Professor Victor Gioncu
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...vavai/riv/projekt	Reliability analysis of steel bar structures considering imperfections Sensitivity analysis of the stability problems of thin-walled structures
http://linked.open...UplatneniVysledku	2004
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Kala, Jiří Teplý, Břetislav Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2004-05-07 (xsd:date)
http://linked.open...n/vavai/riv/zamer	http://linked.opendata.cz/resource/domain/vavai/zamer/MSM%20261100007
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	973-638-119-6
http://localhost/t...ganizacniJednotka	26110

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