About: Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading

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About: Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading 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	Thin-walled construction as a powerful way to saving steel and the stability limitations involved are discussed. It is shown that this promising trend can be materialised just thanks to the beneficial effect of so-called post-buckled behaviour. As a great part of steel structures are subjected to repeated loading (bridges, crane-supporting girders and the like), it is demonstrated by the results of numerous experiments how the post-buckled reserve of strength is affected by the cumulative damage process generated by the many times repeated character of the loading, and its impact on design is shown. Thin-walled construction as a powerful way to saving steel and the stability limitations involved are discussed. It is shown that this promising trend can be materialised just thanks to the beneficial effect of so-called post-buckled behaviour. As a great part of steel structures are subjected to repeated loading (bridges, crane-supporting girders and the like), it is demonstrated by the results of numerous experiments how the post-buckled reserve of strength is affected by the cumulative damage process generated by the many times repeated character of the loading, and its impact on design is shown. (en)
Title	Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading (en)
skos:prefLabel	Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading Post-buckled behaviour, its partial erosion and fatigue limit state in steel girders subjected to many times repeated loading (en)
skos:notation	RIV/68378297:_____/09:00331993!RIV10-AV0-68378297
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA103/09/0091), Z(AV0Z20710524)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Zörnerová, Marie Škaloud, Miroslav
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	Ústav teoretické a aplikované mechaniky AV ČR, v. v. i.
http://linked.open...dnocenehoVysledku	334652
http://linked.open...ai/riv/idVysledku	RIV/68378297:_____/09:00331993
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	thin-walled steel girders; buckling; S-N curves (en)
http://linked.open.../riv/klicoveSlovo	buckling thin-walled steel girders S-N curves
http://linked.open...ontrolniKodProRIV	[BFE5DA5655F0]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Brno
http://linked.open...i/riv/nazevZdroje	Ocelové konstrukce a mosty 2009
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Stability and fatigue problems of steel and composite steel-concrete economic-fabrication bridge structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Zörnerová, Marie Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce	CST - Celostátní
http://linked.open.../riv/zahajeniAkce	2009-09-23 (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	Akademické nakladatelství CERN, s.r.o. 2009
https://schema.org/isbn	978-80-7204-635-5

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