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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F14%3APU108719%21RIV15-MSM-26110___
rdf:type
n12:Vysledek skos:Concept
dcterms:description
Roof or wall cladding consists of steel beams of thin-walled cross-sections and sandwich panels in many cases. The panels not only cover large spaces but also contribute to buckling resistance of supporting beams. It is particularly appreciable if metal beams of slender thin-walled cross-sections are utilized. This positive influence of planar members is possible due to their certain shear and rotational stiffness. They are fastened mostly at the top flange of the supporting beam. There is a lot of factors independent on each other affecting overall performance of such constructional systems, e.g. properties of fasteners or way of load transfer from planar member to the beam. It is a problem of bound deformation of the beam along the span. Behavior of referred systems is very complex and its description is difficult. Due to number of factors a pure analytical solution is not possible. Influence of some factors might be efficiently evaluated using numerical or experimental analysis. This paper deals wi Roof or wall cladding consists of steel beams of thin-walled cross-sections and sandwich panels in many cases. The panels not only cover large spaces but also contribute to buckling resistance of supporting beams. It is particularly appreciable if metal beams of slender thin-walled cross-sections are utilized. This positive influence of planar members is possible due to their certain shear and rotational stiffness. They are fastened mostly at the top flange of the supporting beam. There is a lot of factors independent on each other affecting overall performance of such constructional systems, e.g. properties of fasteners or way of load transfer from planar member to the beam. It is a problem of bound deformation of the beam along the span. Behavior of referred systems is very complex and its description is difficult. Due to number of factors a pure analytical solution is not possible. Influence of some factors might be efficiently evaluated using numerical or experimental analysis. This paper deals wi
dcterms:title
On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels
skos:prefLabel
On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels On problem of stabilization of steel beams of thin-walled cross-sections by sandwich panels
skos:notation
RIV/00216305:26110/14:PU108719!RIV15-MSM-26110___
n3:aktivita
n18:S n18:P
n3:aktivity
P(GAP105/12/0314), S
n3:dodaniDat
n6:2015
n3:domaciTvurceVysledku
n17:9331271
n3:druhVysledku
n21:D
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n11:predkladatel
n3:idSjednocenehoVysledku
34351
n3:idVysledku
RIV/00216305:26110/14:PU108719
n3:jazykVysledku
n20:eng
n3:klicovaSlova
beam, sandwich panel, stability, steel, thin-walled cross-sections
n3:klicoveSlovo
n8:steel n8:beam n8:sandwich%20panel n8:stability n8:thin-walled%20cross-sections
n3:kontrolniKodProRIV
[27704F982B73]
n3:mistoKonaniAkce
Herľany
n3:mistoVydani
Herľany, Slovensko
n3:nazevZdroje
Young Scientist 2014, 6th PhD. Student Conference of Civil Engineering and Architecture
n3:obor
n4:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n9:GAP105%2F12%2F0314
n3:rokUplatneniVysledku
n6:2014
n3:tvurceVysledku
Balázs, Ivan
n3:typAkce
n5:WRD
n3:zahajeniAkce
2014-04-09+02:00
s:numberOfPages
6
n13:hasPublisher
Technická univerzita v Košiciach. Stavebná fakulta
n19:isbn
978-80-553-1668-0
n7:organizacniJednotka
26110