Behaviour of reinforced concrete frame at ultimate limit state

The objective of this study is to understand reinforced concrete beam-column connection behaviour toward ultimate limit state using ATENA 2D, a non linear finite element analysis. Based on previous studies, the behaviour of beam-column with semi rigid connection in steel structure has shown a very d...

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Main Author:	Abu Bakar, Mohd. Azmir
Format:	Thesis
Language:	English
Published:	2005
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/4718/1/MohdAzmirAbuBakarMFKA2005.pdf
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id	my-utm-ep.4718
record_format	uketd_dc
spelling	my-utm-ep.47182018-02-28T06:46:08Z Behaviour of reinforced concrete frame at ultimate limit state 2005-10 Abu Bakar, Mohd. Azmir TA Engineering (General). Civil engineering (General) The objective of this study is to understand reinforced concrete beam-column connection behaviour toward ultimate limit state using ATENA 2D, a non linear finite element analysis. Based on previous studies, the behaviour of beam-column with semi rigid connection in steel structure has shown a very different behaviour during elastic range and beyond yield point, because of phenomenon called moment shedding. Using the same approach, analytical studies on the response of concrete framed structures at ultimate limit have been conducted. This study shows that when the reinforced concrete structures reach the ultimate limits state, the column will behave similar to an axial loaded column. This outcome is a result of redistribution of end moment near collapse condition, where moment has been transfered to nearby structure component, in this study to a beam component. With the phenomenon occurs near ultimate limit state, a simplified design approach can be formed for reinforced concrete designed. 2005-10 Thesis http://eprints.utm.my/id/eprint/4718/ http://eprints.utm.my/id/eprint/4718/1/MohdAzmirAbuBakarMFKA2005.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Abu Bakar, Mohd. Azmir Behaviour of reinforced concrete frame at ultimate limit state
description	The objective of this study is to understand reinforced concrete beam-column connection behaviour toward ultimate limit state using ATENA 2D, a non linear finite element analysis. Based on previous studies, the behaviour of beam-column with semi rigid connection in steel structure has shown a very different behaviour during elastic range and beyond yield point, because of phenomenon called moment shedding. Using the same approach, analytical studies on the response of concrete framed structures at ultimate limit have been conducted. This study shows that when the reinforced concrete structures reach the ultimate limits state, the column will behave similar to an axial loaded column. This outcome is a result of redistribution of end moment near collapse condition, where moment has been transfered to nearby structure component, in this study to a beam component. With the phenomenon occurs near ultimate limit state, a simplified design approach can be formed for reinforced concrete designed.
format	Thesis
qualification_level	Master's degree
author	Abu Bakar, Mohd. Azmir
author_facet	Abu Bakar, Mohd. Azmir
author_sort	Abu Bakar, Mohd. Azmir
title	Behaviour of reinforced concrete frame at ultimate limit state
title_short	Behaviour of reinforced concrete frame at ultimate limit state
title_full	Behaviour of reinforced concrete frame at ultimate limit state
title_fullStr	Behaviour of reinforced concrete frame at ultimate limit state
title_full_unstemmed	Behaviour of reinforced concrete frame at ultimate limit state
title_sort	behaviour of reinforced concrete frame at ultimate limit state
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2005
url	http://eprints.utm.my/id/eprint/4718/1/MohdAzmirAbuBakarMFKA2005.pdf
_version_	1747814543896084480

Behaviour of reinforced concrete frame at ultimate limit state

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