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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F13%3APU107512%21RIV14-MSM-26110___
rdf:type
skos:Concept n10:Vysledek
dcterms:description
The present paper deals with the analysis of load carrying capacity of a steel column under compression with a thin-walled open and closed cross-sections, the axis of which is randomly three-dimensionally curved. The initial curvature was modelled by means of random fields, applying the Latin Hypercube Sampling method. The load carrying capacity of the compression column has been calculated by geometrically nonlinear solution, applying the ANSYS program. The element BEAM 188 from the ANSYS element library was used for the solution. The load carrying capacity statistical characteristics of columns with open and closed cross-sections have been compared. The results are presented in the table. The present paper deals with the analysis of load carrying capacity of a steel column under compression with a thin-walled open and closed cross-sections, the axis of which is randomly three-dimensionally curved. The initial curvature was modelled by means of random fields, applying the Latin Hypercube Sampling method. The load carrying capacity of the compression column has been calculated by geometrically nonlinear solution, applying the ANSYS program. The element BEAM 188 from the ANSYS element library was used for the solution. The load carrying capacity statistical characteristics of columns with open and closed cross-sections have been compared. The results are presented in the table.
dcterms:title
Effect of random axial curvature on the performance of open and closed section steel columns Effect of random axial curvature on the performance of open and closed section steel columns
skos:prefLabel
Effect of random axial curvature on the performance of open and closed section steel columns Effect of random axial curvature on the performance of open and closed section steel columns
skos:notation
RIV/00216305:26110/13:PU107512!RIV14-MSM-26110___
n10:predkladatel
n11:orjk%3A26110
n3:aktivita
n17:S
n3:aktivity
S
n3:dodaniDat
n6:2014
n3:domaciTvurceVysledku
n8:3742628
n3:druhVysledku
n21:D
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n9:predkladatel
n3:idSjednocenehoVysledku
71700
n3:idVysledku
RIV/00216305:26110/13:PU107512
n3:jazykVysledku
n22:eng
n3:klicovaSlova
Load carrying capacity, stability, initial curvature, random field, limit state, thin-walled member, stress.
n3:klicoveSlovo
n7:stability n7:initial%20curvature n7:random%20field n7:Load%20carrying%20capacity n7:thin-walled%20member n7:limit%20state n7:stress.
n3:kontrolniKodProRIV
[8BBC3C245CAE]
n3:mistoKonaniAkce
Rhodes
n3:mistoVydani
Rhodes, Greece
n3:nazevZdroje
11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013
n3:obor
n20:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n6:2013
n3:tvurceVysledku
Valeš, Jan
n3:typAkce
n14:WRD
n3:zahajeniAkce
2013-09-21+02:00
s:numberOfPages
4
n16:doi
10.1063/1.4826051
n4:hasPublisher
AIP Publishing
n19:isbn
978-0-7354-1184-5
n15:organizacniJednotka
26110