Effect of random axial curvature on the performance of open and closed section steel columns

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107512" target="_blank" >RIV/00216305:26110/13:PU107512 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1063/1.4826051" target="_blank" >http://dx.doi.org/10.1063/1.4826051</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.4826051" target="_blank" >10.1063/1.4826051</a>

Result language
angličtina
Original language name
Effect of random axial curvature on the performance of open and closed section steel columns
Original language 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.
Czech name
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Czech description
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
11TH INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2013: ICNAAM 2013
ISBN
978-0-7354-1184-5
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
2512-2515
Publisher name
AIP Publishing
Place of publication
Rhodes, Greece
Event location
Rhodes
Event date
Sep 21, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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