The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic critical load of the girder without transverse and longitudinal stiffeners in the load application zone was performed. The buckling coefficients for the web of the I-girders were determined and compared with the values of the buckling coefficient of isolated clamped
plates. Suggestions for improving the EN1993-1-5 patch loading resistance model are given.
TY - 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/123456789/2573
AB - The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic critical load of the girder without transverse and longitudinal stiffeners in the load application zone was performed. The buckling coefficients for the web of the I-girders were determined and compared with the values of the buckling coefficient of isolated clamped
plates. Suggestions for improving the EN1993-1-5 patch loading resistance model are given.
C3 - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482
T1 - Elastic critical load of the web of I-girders subjected to patch loading
UR - https://hdl.handle.net/21.15107/rcub_grafar_2573
ER -
@conference{
author = "Bendić, Milica and Ćeranić, Aleksandar and Kovačević, Saša and Salatić, Ratko and Marković, Nenad",
year = "2021",
abstract = "The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic critical load of the girder without transverse and longitudinal stiffeners in the load application zone was performed. The buckling coefficients for the web of the I-girders were determined and compared with the values of the buckling coefficient of isolated clamped
plates. Suggestions for improving the EN1993-1-5 patch loading resistance model are given.",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482",
title = "Elastic critical load of the web of I-girders subjected to patch loading",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2573"
}
Bendić, M., Ćeranić, A., Kovačević, S., Salatić, R.,& Marković, N.. (2021). Elastic critical load of the web of I-girders subjected to patch loading. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482.
https://hdl.handle.net/21.15107/rcub_grafar_2573
Bendić M, Ćeranić A, Kovačević S, Salatić R, Marković N. Elastic critical load of the web of I-girders subjected to patch loading. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2573 .
Bendić, Milica, Ćeranić, Aleksandar, Kovačević, Saša, Salatić, Ratko, Marković, Nenad, "Elastic critical load of the web of I-girders subjected to patch loading" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2573 .
