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ERJ. Engineering Research Journal
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Volume Volume 44 (2021)
Issue Issue 2
Volume 44 (2) issued on 10/4/2021 in 5 Parts: - PART 1: Electrical Engineering - PART 2: Mechanical Engineering - PART 3: Civil Engineering - PART 4: Architecture Engineering - PART 5: Basic Engineering Sciences
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Volume 44 (1) issued on 1/1/2021 in 3 Parts: - PART 1: Mechanical Engineering - PART 2: Civil Engineering - PART 3: Architecture Engineering
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Nawar, M., Elshafy, A., Eltaly, B., Kandil, K. (2021). Experimental and Numerical Analysis of Steel Beam-Column Connections. ERJ. Engineering Research Journal, 44(1), 43-49. doi: 10.21608/erjm.2021.36627.1033
Mohamed Nawar; Ahmed Elshafy; Boshra Eltaly; Kamel Kandil. "Experimental and Numerical Analysis of Steel Beam-Column Connections". ERJ. Engineering Research Journal, 44, 1, 2021, 43-49. doi: 10.21608/erjm.2021.36627.1033
Nawar, M., Elshafy, A., Eltaly, B., Kandil, K. (2021). 'Experimental and Numerical Analysis of Steel Beam-Column Connections', ERJ. Engineering Research Journal, 44(1), pp. 43-49. doi: 10.21608/erjm.2021.36627.1033
Nawar, M., Elshafy, A., Eltaly, B., Kandil, K. Experimental and Numerical Analysis of Steel Beam-Column Connections. ERJ. Engineering Research Journal, 2021; 44(1): 43-49. doi: 10.21608/erjm.2021.36627.1033

Experimental and Numerical Analysis of Steel Beam-Column Connections

Article 5, Volume 44, Issue 1, Winter 2021, Page 43-49  XML PDF (1.19 MB)
Document Type: Original Article
DOI: 10.21608/erjm.2021.36627.1033
Authors
Mohamed Nawar email orcid 1; Ahmed Elshafy2; Boshra Eltaly3; Kamel Kandil2
1Higher Institute of Engineering and Technology, Kafr Elsheikh
2Civil Engineering Department, Faculty of Engineering, Menoufia University, Egypt
3Civil Engineering, Menoufia University
Abstract
This paper presents experimentally and numerically the analysis of beam to column steel connections in extended end plate form. The study aims to calibrate a finite element model (FEM) able to predict these connections with high accuracy. Tests of two specimens of the beam to column end plate connections under monotonic load up to failure were presented. The tested connections were analyzed numerically using proposed (FEM) using ANSYS software that included nonlinearities of material, contact, and geometric. The study compared the test and FEM results through discussion of applied load versus vertical deflection and the deformed shape of the end plate and the bolts that consider the main component of the connection. Also, the moment rotation (M-θ) curve was plotted and discussed. The characteristics of the M-θ curve of each connection were determined and compared with its Eurocode 3 counterparts. The comparison revealed a good agreement between the results. The effect of end plate thickness on the characteristics of M-θ curve was presented.
Keywords
End plate connections; Moment rotation curve; Finite Element Analysis; ANSYS; Beam–Column Steel Connection
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