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VALEŠ, J.
Originální název
Effect of random axial curvature on the performance of open and closed section steel columns
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Load carrying capacity, stability, initial curvature, random field, limit state, thin-walled member, stress.
Autoři
Rok RIV
2013
Vydáno
17. 10. 2013
Nakladatel
AIP Publishing
Místo
Rhodes, Greece
ISBN
978-0-7354-1184-5
Kniha
11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013
Číslo edice
1558
ISSN
0094-243X
Periodikum
AIP conference proceedings
Ročník
Číslo
1450
Stát
Spojené státy americké
Strany od
2512
Strany do
2515
Strany počet
4
BibTex
@inproceedings{BUT105154, author="Jan {Valeš}", title="Effect of random axial curvature on the performance of open and closed section steel columns", booktitle="11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013", year="2013", journal="AIP conference proceedings", volume="1558", number="1450", pages="2512--2515", publisher="AIP Publishing", address="Rhodes, Greece", doi="10.1063/1.4826051", isbn="978-0-7354-1184-5", issn="0094-243X" }