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
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/123456789/2591
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 . .
