Behavior of Extended End-Plate Steel Beam to Column Connections

Background: The main objective of this study is to simulate the behaviour of steel beam-to-column connections using the computer package of finite element analysis (FEA) known as “ABAQUS”. Objective: This paper presents the investigations of extended end-plate connections (EP). A one-model segment...

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Main Authors:	Al-Fakih, Kamal Ahmed, Chin, Siew Choo, Doh, Shu Ing
Format:	Article
Language:	English
Published:	Bentham Open 2018
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/21782/ http://umpir.ump.edu.my/id/eprint/21782/ http://umpir.ump.edu.my/id/eprint/21782/ http://umpir.ump.edu.my/id/eprint/21782/1/Behavior%20of%20Extended%20End-Plate%20Steel%20Beam%20to%20Column%20Connections.pdf

id	ump-21782
recordtype	eprints
spelling	ump-217822018-08-27T02:51:51Z http://umpir.ump.edu.my/id/eprint/21782/ Behavior of Extended End-Plate Steel Beam to Column Connections Al-Fakih, Kamal Ahmed Chin, Siew Choo Doh, Shu Ing TA Engineering (General). Civil engineering (General) Background: The main objective of this study is to simulate the behaviour of steel beam-to-column connections using the computer package of finite element analysis (FEA) known as “ABAQUS”. Objective: This paper presents the investigations of extended end-plate connections (EP). A one-model segment is examined under the impact of concentrated load and the exclusive boundary conditions were tested. The analysis of the nonlinear behaviour of the connection is a complicated science and needs to use programs to solve this problem. Experimental works are normally conducted for this type of studies which used more of money, time and effort. Therefore, with the availability of simulation applications, these problems can be addressed. Results and Conclusion: The results of the evaluation were compared with the experimental data from the available literature. In this case, nonlinearity materials were used. A sample study on EP connections was carried out using both material and geometric nonlinearities. The comparison of FEA results with corresponding experimental results confirms the correlation and convergence between them. Bentham Open 2018 Article PeerReviewed pdf en cc_by_4 http://umpir.ump.edu.my/id/eprint/21782/1/Behavior%20of%20Extended%20End-Plate%20Steel%20Beam%20to%20Column%20Connections.pdf Al-Fakih, Kamal Ahmed and Chin, Siew Choo and Doh, Shu Ing (2018) Behavior of Extended End-Plate Steel Beam to Column Connections. The Open Civil Engineering Journal, 12. pp. 250-262. ISSN 1874-1495 https://benthamopen.com/FULLTEXT/TOCIEJ-12-250 DOI: 10.2174/1874149501812010250
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Al-Fakih, Kamal Ahmed Chin, Siew Choo Doh, Shu Ing Behavior of Extended End-Plate Steel Beam to Column Connections
description	Background: The main objective of this study is to simulate the behaviour of steel beam-to-column connections using the computer package of finite element analysis (FEA) known as “ABAQUS”. Objective: This paper presents the investigations of extended end-plate connections (EP). A one-model segment is examined under the impact of concentrated load and the exclusive boundary conditions were tested. The analysis of the nonlinear behaviour of the connection is a complicated science and needs to use programs to solve this problem. Experimental works are normally conducted for this type of studies which used more of money, time and effort. Therefore, with the availability of simulation applications, these problems can be addressed. Results and Conclusion: The results of the evaluation were compared with the experimental data from the available literature. In this case, nonlinearity materials were used. A sample study on EP connections was carried out using both material and geometric nonlinearities. The comparison of FEA results with corresponding experimental results confirms the correlation and convergence between them.
format	Article
author	Al-Fakih, Kamal Ahmed Chin, Siew Choo Doh, Shu Ing
author_facet	Al-Fakih, Kamal Ahmed Chin, Siew Choo Doh, Shu Ing
author_sort	Al-Fakih, Kamal Ahmed
title	Behavior of Extended End-Plate Steel Beam to Column Connections
title_short	Behavior of Extended End-Plate Steel Beam to Column Connections
title_full	Behavior of Extended End-Plate Steel Beam to Column Connections
title_fullStr	Behavior of Extended End-Plate Steel Beam to Column Connections
title_full_unstemmed	Behavior of Extended End-Plate Steel Beam to Column Connections
title_sort	behavior of extended end-plate steel beam to column connections
publisher	Bentham Open
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/21782/ http://umpir.ump.edu.my/id/eprint/21782/ http://umpir.ump.edu.my/id/eprint/21782/ http://umpir.ump.edu.my/id/eprint/21782/1/Behavior%20of%20Extended%20End-Plate%20Steel%20Beam%20to%20Column%20Connections.pdf
first_indexed	2023-09-18T22:32:07Z
last_indexed	2023-09-18T22:32:07Z
_version_	1777416354922496000

Behavior of Extended End-Plate Steel Beam to Column Connections

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