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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU101672%21RIV13-GA0-26110___
rdf:type
skos:Concept n19:Vysledek
dcterms:description
The paper deals with some problems of the actual behaviour and buckling resistance of steel-concrete compression members composed of high-strength steel and high-performance concrete. Especially, this paper is directed towards the steel-concrete composite columns of the dimensions used usually for columns of multi-storey buildings. High-strength materials (steel and concrete, too) can effectively increase in the resistance of columns in the case of simple compression, because of their high strengths. In the case of the buckling the resistance is significantly influenced by the stiffness (through the slenderness) dependent on the Young's modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in the case of high-strength concrete the modulus of elasticity increases more slowly compared with the strength increasing, so that Young's modulus of both materials can influence the buckling resistance negatively. This paper presents brief information and some selected The paper deals with some problems of the actual behaviour and buckling resistance of steel-concrete compression members composed of high-strength steel and high-performance concrete. Especially, this paper is directed towards the steel-concrete composite columns of the dimensions used usually for columns of multi-storey buildings. High-strength materials (steel and concrete, too) can effectively increase in the resistance of columns in the case of simple compression, because of their high strengths. In the case of the buckling the resistance is significantly influenced by the stiffness (through the slenderness) dependent on the Young's modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in the case of high-strength concrete the modulus of elasticity increases more slowly compared with the strength increasing, so that Young's modulus of both materials can influence the buckling resistance negatively. This paper presents brief information and some selected
dcterms:title
Steel-concrete composite columns composed of high-strength materials – experimental analysis of buckling resistance Steel-concrete composite columns composed of high-strength materials – experimental analysis of buckling resistance
skos:prefLabel
Steel-concrete composite columns composed of high-strength materials – experimental analysis of buckling resistance Steel-concrete composite columns composed of high-strength materials – experimental analysis of buckling resistance
skos:notation
RIV/00216305:26110/12:PU101672!RIV13-GA0-26110___
n19:predkladatel
n22:orjk%3A26110
n3:aktivita
n7:S n7:P
n3:aktivity
P(ED2.1.00/03.0097), P(GA103/09/0597), S
n3:dodaniDat
n8:2013
n3:domaciTvurceVysledku
n15:7369298
n3:druhVysledku
n12:D
n3:duvernostUdaju
n21:S
n3:entitaPredkladatele
n10:predkladatel
n3:idSjednocenehoVysledku
171330
n3:idVysledku
RIV/00216305:26110/12:PU101672
n3:jazykVysledku
n11:eng
n3:klicovaSlova
Steel, concrete, composite member, column, high-strength material, experimental analysis, buckling resistance
n3:klicoveSlovo
n5:column n5:concrete n5:buckling%20resistance n5:high-strength%20material n5:composite%20member n5:Steel n5:experimental%20analysis
n3:kontrolniKodProRIV
[09A3B2129F49]
n3:mistoKonaniAkce
Hong Kong
n3:mistoVydani
Hong Kong
n3:nazevZdroje
Advances in Civil Engineering and Building Materials
n3:obor
n17:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n14:ED2.1.00%2F03.0097 n14:GA103%2F09%2F0597
n3:rokUplatneniVysledku
n8:2012
n3:tvurceVysledku
Karmazínová, Marcela
n3:typAkce
n6:WRD
n3:zahajeniAkce
2012-11-17+01:00
s:numberOfPages
5
n9:hasPublisher
CRC Press, Taylor and Francis Group, BALKEMA
n20:isbn
978-0-415-64342-9
n13:organizacniJednotka
26110