The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners

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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Bibliographic Details
Main Author: Lee, Jin Yeow
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/14460/
http://umpir.ump.edu.my/id/eprint/14460/
http://umpir.ump.edu.my/id/eprint/14460/1/FKASA%20-%20LEE%20JIN%20YEOW.PDF
id ump-14460
recordtype eprints
spelling ump-144602016-09-26T06:21:11Z 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. http://iportal.ump.edu.my/lib/item?id=chamo:76397&theme=UMP2
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)
Lee, Jin Yeow
The finite element analysis of behavior of bolted column to I-beam connected with channel stiffeners
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.
format Undergraduates Project Papers
author Lee, Jin Yeow
author_facet Lee, Jin Yeow
author_sort Lee, Jin Yeow
title 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_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_sort finite element analysis of behavior of bolted column to i-beam connected with channel stiffeners
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/14460/
http://umpir.ump.edu.my/id/eprint/14460/
http://umpir.ump.edu.my/id/eprint/14460/1/FKASA%20-%20LEE%20JIN%20YEOW.PDF
first_indexed 2023-09-18T22:18:14Z
last_indexed 2023-09-18T22:18:14Z
_version_ 1777415481790038016

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