Behavior of Double-Web Angles Beam to column connections

This paper contains the study performed on the behavior of double-web angles by using finite element analysis computer package known as "Abaqus". The aim of this present study was simulating the behavior of double-web angles (DWA) steel connections. The purpose of this article is to provid...

Full description

Bibliographic Details
Main Authors:	Al-Fakih, Kamal Ahmed, Chin, Siew Choo, Doh, Shu Ing
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Publishing 2018
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/20995/ http://umpir.ump.edu.my/id/eprint/20995/ http://umpir.ump.edu.my/id/eprint/20995/1/Behavior%20of%20Double-Web%20Angles%20Beam-fkasa-2018.pdf

id	ump-20995
recordtype	eprints
spelling	ump-209952018-06-27T07:29:44Z http://umpir.ump.edu.my/id/eprint/20995/ Behavior of Double-Web Angles Beam to column connections Al-Fakih, Kamal Ahmed Chin, Siew Choo Doh, Shu Ing TA Engineering (General). Civil engineering (General) This paper contains the study performed on the behavior of double-web angles by using finite element analysis computer package known as "Abaqus". The aim of this present study was simulating the behavior of double-web angles (DWA) steel connections. The purpose of this article is to provide the basis for the fastest and most economical design and analysis and to ensure the required steel connection strength. This study, started used review method of behavior of steel beam-to-column bolted connections. Two models of different cross-section were examined under the effect of concentrated load and different boundary conditions. In all the studied case, material nonlinearity was accounted. A sample study on DWA connections was carried out using both material and geometric nonlinearities. This object will be of great value to anyone who wants to better understand the behavior of the steel beam to column connection. The results of the study have a field of reference for future research for members of the development of the steel connection approach with simulation model design. IOP Publishing 2018 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/20995/1/Behavior%20of%20Double-Web%20Angles%20Beam-fkasa-2018.pdf Al-Fakih, Kamal Ahmed and Chin, Siew Choo and Doh, Shu Ing (2018) Behavior of Double-Web Angles Beam to column connections. In: IOP Conference Series: Materials Science and Engineering, International Conference on Innovative Technology, Engineering and Sciences 2018 (iCITES 2018), 1-2 March 2018 , Universiti Malaysia Pahang (UMP) Pekan Campus Library, Malaysia. pp. 1-13., 342 (012023). ISSN 1757-899X https://doi.org/10.1088/1757-899X/342/1/012023
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 Double-Web Angles Beam to column connections
description	This paper contains the study performed on the behavior of double-web angles by using finite element analysis computer package known as "Abaqus". The aim of this present study was simulating the behavior of double-web angles (DWA) steel connections. The purpose of this article is to provide the basis for the fastest and most economical design and analysis and to ensure the required steel connection strength. This study, started used review method of behavior of steel beam-to-column bolted connections. Two models of different cross-section were examined under the effect of concentrated load and different boundary conditions. In all the studied case, material nonlinearity was accounted. A sample study on DWA connections was carried out using both material and geometric nonlinearities. This object will be of great value to anyone who wants to better understand the behavior of the steel beam to column connection. The results of the study have a field of reference for future research for members of the development of the steel connection approach with simulation model design.
format	Conference or Workshop Item
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 Double-Web Angles Beam to column connections
title_short	Behavior of Double-Web Angles Beam to column connections
title_full	Behavior of Double-Web Angles Beam to column connections
title_fullStr	Behavior of Double-Web Angles Beam to column connections
title_full_unstemmed	Behavior of Double-Web Angles Beam to column connections
title_sort	behavior of double-web angles beam to column connections
publisher	IOP Publishing
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/20995/ http://umpir.ump.edu.my/id/eprint/20995/ http://umpir.ump.edu.my/id/eprint/20995/1/Behavior%20of%20Double-Web%20Angles%20Beam-fkasa-2018.pdf
first_indexed	2023-09-18T22:30:37Z
last_indexed	2023-09-18T22:30:37Z
_version_	1777416260782391296

Behavior of Double-Web Angles Beam to column connections

Similar Items