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...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Bentham Open
2018
|
| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/21782/1/Behavior%20of%20Extended%20End-Plate%20Steel%20Beam%20to%20Column%20Connections.pdf |
| _version_ | 1825812184022646784 |
|---|---|
| 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 |
| collection | UMP |
| 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. |
| first_indexed | 2024-03-06T12:25:23Z |
| format | Article |
| id | UMPir21782 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:25:23Z |
| publishDate | 2018 |
| publisher | Bentham Open |
| record_format | dspace |
| spelling | UMPir217822018-08-27T02:51:51Z 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. (Published) https://benthamopen.com/FULLTEXT/TOCIEJ-12-250 DOI: 10.2174/1874149501812010250 |
| 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 |
| title | 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_short | Behavior of Extended End-Plate Steel Beam to Column Connections |
| title_sort | behavior of extended end plate steel beam to column connections |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/21782/1/Behavior%20of%20Extended%20End-Plate%20Steel%20Beam%20to%20Column%20Connections.pdf |
| work_keys_str_mv | AT alfakihkamalahmed behaviorofextendedendplatesteelbeamtocolumnconnections AT chinsiewchoo behaviorofextendedendplatesteelbeamtocolumnconnections AT dohshuing behaviorofextendedendplatesteelbeamtocolumnconnections |