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BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS

Darko Beg ; University of Ljubljana ,Faculty of Civil and Geodetic Engineering, Ljubljana, Slovenia
Franc Sinur ; University of Ljubljana ,Faculty of Civil and Geodetic Engineering, Ljubljana, Slovenia

Puni tekst: engleski, pdf (4 MB) str. 97-112 preuzimanja: 1.473* citiraj
APA 6th Edition
Beg, D. i Sinur, F. (2011). BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 2 (3), 97-112. Preuzeto s https://hrcak.srce.hr/74408
MLA 8th Edition
Beg, Darko i Franc Sinur. "BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 2, br. 3, 2011, str. 97-112. https://hrcak.srce.hr/74408. Citirano 28.11.2021.
Chicago 17th Edition
Beg, Darko i Franc Sinur. "BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 2, br. 3 (2011): 97-112. https://hrcak.srce.hr/74408
Harvard
Beg, D., i Sinur, F. (2011). 'BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 2(3), str. 97-112. Preuzeto s: https://hrcak.srce.hr/74408 (Datum pristupa: 28.11.2021.)
Vancouver
Beg D, Sinur F. BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2011 [pristupljeno 28.11.2021.];2(3):97-112. Dostupno na: https://hrcak.srce.hr/74408
IEEE
D. Beg i F. Sinur, "BENDING-SHEAR INTERACTION OF LONGITUDINALLY STIFFENED GIRDERS", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.2, br. 3, str. 97-112, 2011. [Online]. Dostupno na: https://hrcak.srce.hr/74408. [Citirano: 28.11.2021.]

Sažetak
To understand behaviour of longitudinally stiffened plated girders subjected to high bending moments and shear forces, four tests on large scale test specimens were performed. The results of these tests were used to verify the numerical model, which was employed for further parametric studies. With a verified simplified numerical model a parametric nonlinear analysis was systematically carried out to determine the resistance of longitudinally stiffened plated girders. Based on 630 numerical simulations a new equation for interaction at high bending moments and shear forces is proposed, as is the section, where the check should be performed. An extensive reliability analysis of five different design models was made, i.e., the EN 1993-1-5 interaction model, the proposed new model, the gross cross-section bending resistance model and two models, which are a combination of the first three.

Ključne riječi
bending-shear interaction; resistance of longitudinally stiffened plated girders; numerical simulations; large scale specimens; interaction model

Hrčak ID: 74408

URI
https://hrcak.srce.hr/74408

Posjeta: 1.702 *