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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00218606%21RIV15-MSM-21110___
rdf:type
n9:Vysledek skos:Concept
dcterms:description
This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper. This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper. This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper.
dcterms:title
Stability of Continuous Composite Bridge Girder Stabilita spojitého ocelobetonového mostního nosníku Stabilita spojitého ocelobetonového mostního nosníku
skos:prefLabel
Stabilita spojitého ocelobetonového mostního nosníku Stabilita spojitého ocelobetonového mostního nosníku Stability of Continuous Composite Bridge Girder
skos:notation
RIV/68407700:21110/14:00218606!RIV15-MSM-21110___
n3:aktivita
n14:S
n3:aktivity
S
n3:dodaniDat
n4:2015
n3:domaciTvurceVysledku
n20:9279911
n3:druhVysledku
n12:D
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n18:predkladatel
n3:idSjednocenehoVysledku
46933
n3:idVysledku
RIV/68407700:21110/14:00218606
n3:jazykVysledku
n11:cze
n3:klicovaSlova
Lateral Buckling; Distortion; Composite Structures; U-frame; Girders; Distortion
n3:klicoveSlovo
n5:Girders n5:Distortion n5:Composite%20Structures n5:Lateral%20Buckling n5:U-frame
n3:kontrolniKodProRIV
[03E91986D73F]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Praha
n3:nazevZdroje
Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí
n3:obor
n7:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n4:2014
n3:tvurceVysledku
Řehoř, Filip
n3:typAkce
n6:CST
n3:zahajeniAkce
2014-03-19+01:00
s:numberOfPages
4
n13:hasPublisher
České vysoké učení technické v Praze. Fakulta stavební. Katedra ocelových a dřevěných konstrukcí
n17:isbn
978-80-01-05522-9
n15:organizacniJednotka
21110