• Home
  • Browse
    • Current Issue
    • By Issue
    • By Author
    • By Subject
    • Author Index
    • Keyword Index
  • Journal Info
    • About Journal
    • Aims and Scope
    • Editorial Board
    • Publication Ethics
    • Peer Review Process
  • Guide for Authors
  • Submit Manuscript
  • Reviewers
  • Contact Us
 
  • Login
  • Register
Home Articles List Article Information
  • Save Records
  • |
  • Printable Version
  • |
  • Recommend
  • |
  • How to cite Export to
    RIS EndNote BibTeX APA MLA Harvard Vancouver
  • |
  • Share Share
    CiteULike Mendeley Facebook Google LinkedIn Twitter
ERJ. Engineering Research Journal
arrow Articles in Press
arrow Current Issue
Journal Archive
Volume Volume 44 (2021)
Issue Issue 1
Volume Volume 43 (2020)
Volume Volume 42 (2019)
Volume Volume 41 (2018)
Volume Volume 40 (2017)
Volume Volume 39 (2016)
Volume Volume 38 (2015)
Volume Volume 37 (2014)
Volume Volume 36 (2013)
Volume Volume 35 (2012)
Volume Volume 34 (2011)
Volume Volume 33 (2010)
Volume Volume 32 (2009)
Volume Volume 31 (2008)
Volume Volume 30 (2007)
Volume Volume 29 (2006)
Volume Volume 28 (2005)
Volume Volume 27 (2004)
Volume Volume 26 (2003)
Volume Volume 25 (2002)
Volume Volume 24 (2001)
Volume Volume 23 (2000)
Volume Volume 22 (1999)
Volume Volume 21 (1998)
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
Statistics
Article View: 50
PDF Download: 46
Home | Glossary | News | Aims and Scope | Sitemap
Top Top

Journal Management System. Designed by NotionWave.