Experimental investigations of castellated beams under bending load (CROSBI ID 552383)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Tkalčević, Višnja ; Džeba, Ivica ; Rak, Mladenko
engleski
Experimental investigations of castellated beams under bending load
In determining the resistance of castellated beams to lateral-torsional buckling the application of the appropriate buckling curve is crucial. For the purposes of investigating the application of the relevant buckling curve the results of laboratory testing are critical. The paper shows the testing of castellated beams wherein the failure was caused by lateral-torsional buckling. The comparison of the flexural capacity of the beams and the computed flexural capacity according to EN 1993-1-1:2005 has been conducted. The statistical data of the basic variable of model factor for ultimate load are given that are necessary for reliability analysis of castellated beams.
castellated beam; lateral-torsional buckling; experimental study; Eurocode; correction factor of design resistance function
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Podaci o prilogu
143-144.
2008.
objavljeno
Podaci o matičnoj publikaciji
25th Danubia-Adria Symposium on Advances in Experimental Mechanics : Proceedings
Holy, Daniel
Prag: Czech technical university in Prague
978-80-01-04162-8
Podaci o skupu
Danubia-Adria Symposium on Advances in Experimental Mechanics (25 ; 2008)
predavanje
24.09.2008-27.09.2008
České Budějovice, Češka Republika; Český Krumlov, Češka Republika