About: Limit load of multi-sectional thin-walled system influenced by initial shape imperfection

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About: Limit load of multi-sectional thin-walled system influenced by initial shape imperfection Goto Sponge NotDistinct Permalink

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	The article deals with various geometrical arrangements of thin-walled structures, i.e. szstem made of slender plate elements. Among their most frequently used types are steel plate girders having a slender web, with vertical stiffeners. The behaviour of steel girders is substantiallzy affected bz the buckling of the girder web. To solve the problem by means of FEA, the program system ANSYS was used. The thin-walled profile geometry was modelled by a four-node shell element which makes it possible to solve physical and geometrically non-linear problems. The influence of various magnitude of sine wave initial imperfection on load carrying capacity will be investigated. The article deals with various geometrical arrangements of thin-walled structures, i.e. szstem made of slender plate elements. Among their most frequently used types are steel plate girders having a slender web, with vertical stiffeners. The behaviour of steel girders is substantiallzy affected bz the buckling of the girder web. To solve the problem by means of FEA, the program system ANSYS was used. The thin-walled profile geometry was modelled by a four-node shell element which makes it possible to solve physical and geometrically non-linear problems. The influence of various magnitude of sine wave initial imperfection on load carrying capacity will be investigated. (en)
Title	Limit load of multi-sectional thin-walled system influenced by initial shape imperfection Limit load of multi-sectional thin-walled system influenced by initial shape imperfection (en)
skos:prefLabel	Limit load of multi-sectional thin-walled system influenced by initial shape imperfection Limit load of multi-sectional thin-walled system influenced by initial shape imperfection (en)
skos:notation	RIV/00216305:26110/08:PU77166!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/08/0275), P(KJB201720602), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Kala, Jiří 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	376806
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/08:PU77166
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Web buckling, initial imperfection magnitude, fatigue cracks, stresses in crack-prone areas. (en)
http://linked.open.../riv/klicoveSlovo	fatigue cracks Web buckling initial imperfection magnitude stresses in crack-prone areas.
http://linked.open...ontrolniKodProRIV	[D2251D41F1CB]
http://linked.open...v/mistoKonaniAkce	Sofie
http://linked.open...i/riv/mistoVydani	Sofie, Bulharsko
http://linked.open...i/riv/nazevZdroje	International conference VSU 2008
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Sensitivity analysis of factors influencing the limit state of thin-walled structures The influence of imperfections on the behaviour indeterminateness of steel structures
http://linked.open...UplatneniVysledku	2008
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Kala, Jiří Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2008-05-29 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-954-331-020-3
http://localhost/t...ganizacniJednotka	26110

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