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Statements

Subject Item
n2:RIV%2F68378297%3A_____%2F09%3A00331993%21RIV10-AV0-68378297
rdf:type
n8:Vysledek skos:Concept
dcterms: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.
dcterms: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
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
skos:notation
RIV/68378297:_____/09:00331993!RIV10-AV0-68378297
n4:aktivita
n6:Z n6:P
n4:aktivity
P(GA103/09/0091), Z(AV0Z20710524)
n4:dodaniDat
n14:2010
n4:domaciTvurceVysledku
n5:2523841 n5:9723021
n4:druhVysledku
n13:D
n4:duvernostUdaju
n20:S
n4:entitaPredkladatele
n17:predkladatel
n4:idSjednocenehoVysledku
334652
n4:idVysledku
RIV/68378297:_____/09:00331993
n4:jazykVysledku
n10:eng
n4:klicovaSlova
thin-walled steel girders; buckling; S-N curves
n4:klicoveSlovo
n9:buckling n9:thin-walled%20steel%20girders n9:S-N%20curves
n4:kontrolniKodProRIV
[BFE5DA5655F0]
n4:mistoKonaniAkce
Brno
n4:mistoVydani
Brno
n4:nazevZdroje
Ocelové konstrukce a mosty 2009
n4:obor
n12:JM
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
2
n4:projekt
n21:GA103%2F09%2F0091
n4:rokUplatneniVysledku
n14:2009
n4:tvurceVysledku
Zörnerová, Marie Škaloud, Miroslav
n4:typAkce
n19:CST
n4:zahajeniAkce
2009-09-23+02:00
n4:zamer
n18:AV0Z20710524
s:numberOfPages
10
n7:hasPublisher
Akademické nakladatelství CERN, s.r.o. 2009
n16:isbn
978-80-7204-635-5