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Composite Beams with Partial Shear Interaction - Approximate Procedure for Bending Resistance Calculation (CROSBI ID 575075)

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

Ćurković, Ivan ; Džeba, Ivica Composite Beams with Partial Shear Interaction - Approximate Procedure for Bending Resistance Calculation // EUROSTEEL 2011, 6th European Conference on Steel and Composite Structures / László Dunai et al. (ur.). Budimpešta: European Convention for Constructional Steelwork (ECCS), 2011. str. 663-668

Podaci o odgovornosti

Ćurković, Ivan ; Džeba, Ivica

engleski

Composite Beams with Partial Shear Interaction - Approximate Procedure for Bending Resistance Calculation

The paper proposes new approximate procedure for bending resistance calculation of composite beams with partial shear interaction. The procedure is obtained by adjustment of simplified linear model using correction coefficient. The reference model for calculation of correction coefficient is Johnson-Anderson model. Correction coefficient is obtained on deterministic level. The new model, called corrected linear model, is evaluated on probabilistic level comparing its reliability indices to the ones obtained using Johnson-Anderson and simplified linear calculation resistance models.

composite beam; partial shear interaction; model uncertainty; reliability index; correction coefficient

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Podaci o prilogu

663-668.

2011.

objavljeno

Podaci o matičnoj publikaciji

EUROSTEEL 2011, 6th European Conference on Steel and Composite Structures

László Dunai et al.

Budimpešta: European Convention for Constructional Steelwork (ECCS)

978-92-9147-103-4

Podaci o skupu

EUROSTEEL 2011, 6th European Conference on Steel and Composite Structures

predavanje

31.08.2011-02.09.2011

Budimpešta, Mađarska

Povezanost rada

Građevinarstvo