The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners
Steel channel as stiffeners is a new stiffening method proposed for moment-resisting beam-to-column connections of steel frames, to meet some architectural needs. This method uses bolted channels as alternatives to both continuity and double plates. This study investigates the behavior of bolted col...
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| Format: | Undergraduates Project Papers |
| Language: | English |
| Published: |
2012
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| Online Access: | http://umpir.ump.edu.my/id/eprint/14460/ http://umpir.ump.edu.my/id/eprint/14460/1/FKASA%20-%20LEE%20JIN%20YEOW.PDF |
| _version_ | 1848819729178820608 |
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| author | Lee, Jin Yeow |
| author_facet | Lee, Jin Yeow |
| author_sort | Lee, Jin Yeow |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Steel channel as stiffeners is a new stiffening method proposed for moment-resisting beam-to-column connections of steel frames, to meet some architectural needs. This method uses bolted channels as alternatives to both continuity and double plates. This study investigates the behavior of bolted column to I-beam connected with channel stiffeners in steel frames by using finite element analysis (FEA). From the FEA analysis, utilizing LUSAS 14.0.3 software, the interaction between the type of column stiffeners and column flange bolted to beam
connections, as well as geometric and material have been considered. Five models had been conducted in this project by using FEA software. Based on the results of
FEA, the stress-strain relationship and behavior of bolted column to I-beam connected with channel stiffeners has been presented. Besides, the buckling loads and deformed shapes of the bolted column to I-beam influenced by type of stiffeners have been illustrated. Conclusions are given as that steel channel stiffeners used in steel frames are improve the performance of column connections, but less effective compared with traditional steel plate stiffeners. |
| first_indexed | 2025-11-15T01:58:11Z |
| format | Undergraduates Project Papers |
| id | ump-14460 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T01:58:11Z |
| publishDate | 2012 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-144602021-06-10T04:16:22Z http://umpir.ump.edu.my/id/eprint/14460/ The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners Lee, Jin Yeow TA Engineering (General). Civil engineering (General) Steel channel as stiffeners is a new stiffening method proposed for moment-resisting beam-to-column connections of steel frames, to meet some architectural needs. This method uses bolted channels as alternatives to both continuity and double plates. This study investigates the behavior of bolted column to I-beam connected with channel stiffeners in steel frames by using finite element analysis (FEA). From the FEA analysis, utilizing LUSAS 14.0.3 software, the interaction between the type of column stiffeners and column flange bolted to beam connections, as well as geometric and material have been considered. Five models had been conducted in this project by using FEA software. Based on the results of FEA, the stress-strain relationship and behavior of bolted column to I-beam connected with channel stiffeners has been presented. Besides, the buckling loads and deformed shapes of the bolted column to I-beam influenced by type of stiffeners have been illustrated. Conclusions are given as that steel channel stiffeners used in steel frames are improve the performance of column connections, but less effective compared with traditional steel plate stiffeners. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/14460/1/FKASA%20-%20LEE%20JIN%20YEOW.PDF Lee, Jin Yeow (2012) The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners. Faculty Of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. |
| spellingShingle | TA Engineering (General). Civil engineering (General) Lee, Jin Yeow The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners |
| title | The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners |
| title_full | The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners |
| title_fullStr | The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners |
| title_full_unstemmed | The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners |
| title_short | The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners |
| title_sort | finite element analysis of behavior of bolted column to i-beam connected with channel stiffeners |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/14460/ http://umpir.ump.edu.my/id/eprint/14460/1/FKASA%20-%20LEE%20JIN%20YEOW.PDF |