Elastic critical load of stiffened I-girders subjected to patch loading
Конференцијски прилог (Објављена верзија)
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Summary: The paper considers the elastic critical load of the isolated web plate and steel
I-girders subjected to patch loading. The girder without transverse stiffeners in the load
application zone, but with longitudinal stiffeners was analyzed. The influence of the load
length, flange thickness and stiffener thickness on the buckling coefficient is obtained. The
buckling coefficients of clamped plate and I-girder are compared, and suggestions for
improving the EN1993-1-5 patch loading resistance model are presented.
Кeywords: elastic critical load, buckling coefficient, patch loading
Кључне речи:
elastic critical load / buckling coefficient / patch loadingИзвор:
8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161, 2021Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200092 (Универзитет у Београду, Грађевински факултет) (RS-MESTD-inst-2020-200092)
Колекције
Институција/група
GraFarTY - CONF AU - Bendić, Milica AU - Ćeranić, Aleksandar AU - Kovačević, Saša AU - Salatić, Ratko AU - Marković, Nenad PY - 2021 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2591 AB - Summary: The paper considers the elastic critical load of the isolated web plate and steel I-girders subjected to patch loading. The girder without transverse stiffeners in the load application zone, but with longitudinal stiffeners was analyzed. The influence of the load length, flange thickness and stiffener thickness on the buckling coefficient is obtained. The buckling coefficients of clamped plate and I-girder are compared, and suggestions for improving the EN1993-1-5 patch loading resistance model are presented. Кeywords: elastic critical load, buckling coefficient, patch loading C3 - 8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161 T1 - Elastic critical load of stiffened I-girders subjected to patch loading DO - 10.14415/konferencijaGFS2021.13 ER -
@conference{ author = "Bendić, Milica and Ćeranić, Aleksandar and Kovačević, Saša and Salatić, Ratko and Marković, Nenad", year = "2021", abstract = "Summary: The paper considers the elastic critical load of the isolated web plate and steel I-girders subjected to patch loading. The girder without transverse stiffeners in the load application zone, but with longitudinal stiffeners was analyzed. The influence of the load length, flange thickness and stiffener thickness on the buckling coefficient is obtained. The buckling coefficients of clamped plate and I-girder are compared, and suggestions for improving the EN1993-1-5 patch loading resistance model are presented. Кeywords: elastic critical load, buckling coefficient, patch loading", journal = "8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161", title = "Elastic critical load of stiffened I-girders subjected to patch loading", doi = "10.14415/konferencijaGFS2021.13" }
Bendić, M., Ćeranić, A., Kovačević, S., Salatić, R.,& Marković, N.. (2021). Elastic critical load of stiffened I-girders subjected to patch loading. in 8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161. https://doi.org/10.14415/konferencijaGFS2021.13
Bendić M, Ćeranić A, Kovačević S, Salatić R, Marković N. Elastic critical load of stiffened I-girders subjected to patch loading. in 8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161. 2021;. doi:10.14415/konferencijaGFS2021.13 .
Bendić, Milica, Ćeranić, Aleksandar, Kovačević, Saša, Salatić, Ratko, Marković, Nenad, "Elastic critical load of stiffened I-girders subjected to patch loading" in 8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161 (2021), https://doi.org/10.14415/konferencijaGFS2021.13 . .