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...
| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
IOP Publishing
2018
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| Subjects: | |
| Online Access: | 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 |
| _version_ | 1848821247768526848 |
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| 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 |
| building | UMP Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T02:22:19Z |
| format | Conference or Workshop Item |
| id | ump-20995 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:22:19Z |
| publishDate | 2018 |
| publisher | IOP Publishing |
| recordtype | eprints |
| repository_type | Digital Repository |
| 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 (Published) https://doi.org/10.1088/1757-899X/342/1/012023 |
| 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 |
| title | 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_short | Behavior of Double-Web Angles Beam to column connections |
| title_sort | behavior of double-web angles beam to column connections |
| topic | TA Engineering (General). Civil engineering (General) |
| 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 |