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Badis, Warda, Belkacem, Menadi, Taleb, Rafik. (1403). Numerical simulation of local reinforcement of steel column-beam connections. , (), -. doi: 10.22059/ceij.2024.377321.2077
Warda Badis; Menadi Belkacem; Rafik Taleb. "Numerical simulation of local reinforcement of steel column-beam connections". , , , 1403, -. doi: 10.22059/ceij.2024.377321.2077
Badis, Warda, Belkacem, Menadi, Taleb, Rafik. (1403). 'Numerical simulation of local reinforcement of steel column-beam connections', , (), pp. -. doi: 10.22059/ceij.2024.377321.2077
Badis, Warda, Belkacem, Menadi, Taleb, Rafik. Numerical simulation of local reinforcement of steel column-beam connections. , 1403; (): -. doi: 10.22059/ceij.2024.377321.2077

Numerical simulation of local reinforcement of steel column-beam connections

Civil Engineering Infrastructures Journal
مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 17 مهر 1403    اصل مقاله (1.11 M)
شناسه دیجیتال (DOI): 10.22059/ceij.2024.377321.2077
نویسندگان
Warda Badis1؛ Menadi Belkacem2؛ Rafik Taleb* 3
1Department of Civil Engineering, University of Blida 1, Blida, Algeria.
2DEPARTMENT OF CIVIL ENGINEERING, FACULTY OF TECHNOLOGY, UNIVERSITY OF BLIDA1, ALGERIA
3Building Research Establishment
چکیده
This study examines the behavior of beam-to-column moment connections where the beam tension flange force is transferred to the column flanges through bolts attached to a welded end-plate or T-stub. A significant challenge with this type of connection is the potential inability of the column flange to develop the required design resistance, necessitating either an increase in size or local reinforcement. A three-dimensional finite element analysis models of nine T-stubs were developed using ABAQUS software to investigate the behavior of such connections when locally reinforced with non-welded stiffeners. The numerical simulation results were compared with available experimental data from the literature. The study evaluated the influence of different reinforcement types on the stress and displacement distribution at the column flange level. The effectiveness of using angles and channels as reinforcement was clearly demonstrated, with an observed improvement in connection strength of over 250% for models with channel plates and 280% for models with angle plates compared to the unreinforced model. Additionally, these reinforcements resulted in significantly lower displacement, with reductions of about 90% for both channel and angle plate models.
کلیدواژه‌ها
Bolted connection؛ End plate T-Stub connection؛ Reinforcement؛ Finite element model
آمار
تعداد مشاهده مقاله: 144
تعداد دریافت فایل اصل مقاله: 144





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