Analysis of load carrying capacity of thin-walled closed beams with different slenderness

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107525" target="_blank" >RIV/00216305:26110/13:PU107525 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Analysis of load carrying capacity of thin-walled closed beams with different slenderness
Original language 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.
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
2nd International Conference of Structural and Physical Aspects of Civil Engineering
ISBN
978-80-553-1488-4
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
1-6
Publisher name
Neuveden
Place of publication
Vysoké Tatry, Slovensko
Event location
High Tatras Strbske Pleso
Event date
Nov 27, 2013
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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