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Experimental investigations of castellated beams under bending load (CROSBI ID 552383)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Tkalčević, Višnja ; Džeba, Ivica ; Rak, Mladenko Experimental investigations of castellated beams under bending load // 25th Danubia-Adria Symposium on Advances in Experimental Mechanics : Proceedings / Holy, Daniel (ur.). Prag: Czech technical university in Prague, 2008. str. 143-144

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

Povezanost rada

Građevinarstvo