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:
Online Access:http://eprints.utm.my/4718/
http://eprints.utm.my/4718/1/MohdAzmirAbuBakarMFKA2005.pdf
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author Abu Bakar, Mohd. Azmir
author_facet Abu Bakar, Mohd. Azmir
author_sort Abu Bakar, Mohd. Azmir
building UTeM Institutional Repository
collection Online Access
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.
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institution Universiti Teknologi Malaysia
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publishDate 2005
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spelling utm-47182018-02-28T06:46:08Z http://eprints.utm.my/4718/ Behaviour of reinforced concrete frame at ultimate limit state 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 NonPeerReviewed application/pdf en http://eprints.utm.my/4718/1/MohdAzmirAbuBakarMFKA2005.pdf Abu Bakar, Mohd. Azmir (2005) Behaviour of reinforced concrete frame at ultimate limit state. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
spellingShingle TA Engineering (General). Civil engineering (General)
Abu Bakar, Mohd. Azmir
Behaviour of reinforced concrete frame at ultimate limit state
title 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_short Behaviour of reinforced concrete frame at ultimate limit state
title_sort behaviour of reinforced concrete frame at ultimate limit state
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/4718/
http://eprints.utm.my/4718/1/MohdAzmirAbuBakarMFKA2005.pdf