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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F13%3APU107525%21RIV14-MSM-26110___
rdf:type
n6:Vysledek skos:Concept
dcterms:description
The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard. The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard.
dcterms:title
Analysis of load carrying capacity of thin-walled closed beams with different slenderness Analysis of load carrying capacity of thin-walled closed beams with different slenderness
skos:prefLabel
Analysis of load carrying capacity of thin-walled closed beams with different slenderness Analysis of load carrying capacity of thin-walled closed beams with different slenderness
skos:notation
RIV/00216305:26110/13:PU107525!RIV14-MSM-26110___
n6:predkladatel
n7:orjk%3A26110
n3:aktivita
n21:S
n3:aktivity
S
n3:dodaniDat
n15:2014
n3:domaciTvurceVysledku
n18:3742628
n3:druhVysledku
n12:D
n3:duvernostUdaju
n19:S
n3:entitaPredkladatele
n8:predkladatel
n3:idSjednocenehoVysledku
60573
n3:idVysledku
RIV/00216305:26110/13:PU107525
n3:jazykVysledku
n5:eng
n3:klicovaSlova
Load-carrying capacity, initial curvature, random field, limit state, thin-walled beam, steel
n3:klicoveSlovo
n4:random%20field n4:steel n4:initial%20curvature n4:thin-walled%20beam n4:Load-carrying%20capacity n4:limit%20state
n3:kontrolniKodProRIV
[E11E37D4FD98]
n3:mistoKonaniAkce
High Tatras Strbske Pleso
n3:mistoVydani
Vysoké Tatry, Slovensko
n3:nazevZdroje
2nd International Conference of Structural and Physical Aspects of Civil Engineering
n3:obor
n20:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n15:2013
n3:tvurceVysledku
Valeš, Jan
n3:typAkce
n11:EUR
n3:zahajeniAkce
2013-11-27+01:00
s:numberOfPages
6
n10:hasPublisher
Neuveden
n14:isbn
978-80-553-1488-4
n17:organizacniJednotka
26110