STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)

Concrete slabs with opening are usually designed with the help of traditional rules of thumb proposed by building codes. Such methods however introduced limitations concerning size of opening and the location of applied loads. Furthermore, there is a lack of sufficient information about the load...

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Main Author: Shahrul Aman, Syafiqah
Format: Final Year Project
Language: English
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-utpedia.22638 /
Published: Universiti Teknologi PETRONAS 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access: http://utpedia.utp.edu.my/22638/1/1.%20Dissertation_Syafiqah%20Shahrul_19871.pdf
http://utpedia.utp.edu.my/22638/
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spelling utp-utpedia.226382022-02-18T05:47:59Z http://utpedia.utp.edu.my/22638/ STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP) Shahrul Aman, Syafiqah TA Engineering (General). Civil engineering (General) Concrete slabs with opening are usually designed with the help of traditional rules of thumb proposed by building codes. Such methods however introduced limitations concerning size of opening and the location of applied loads. Furthermore, there is a lack of sufficient information about the load carrying capacity of slab with opening. It is also difficult to model the complex behaviour of RC structures analytically in its non-linear zone. This has led engineers to rely on the empirical formulas which are derived from numerous experiments for the design of RC structures. However, the usage of CFRP to strengthen RC structure with cut-out openings is only addressed to a small extent due to a lack of experimental and theoretical investigations on the variations in geometry, materials and loading conditions. It is clear that more studies on the structural behaviour of strengthened slabs are needed, especially the one with openings and using numerous layers of CFRP sheets. This is to obtain a better understanding of the failure mechanism, to verify current design methods used and to develop new efficient strengthening methods. Universiti Teknologi PETRONAS 2018-01 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/22638/1/1.%20Dissertation_Syafiqah%20Shahrul_19871.pdf Shahrul Aman, Syafiqah (2018) STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP). Universiti Teknologi PETRONAS. (Submitted)
institution Universiti Teknologi Petronas
collection UTPedia
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Shahrul Aman, Syafiqah
STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)
description Concrete slabs with opening are usually designed with the help of traditional rules of thumb proposed by building codes. Such methods however introduced limitations concerning size of opening and the location of applied loads. Furthermore, there is a lack of sufficient information about the load carrying capacity of slab with opening. It is also difficult to model the complex behaviour of RC structures analytically in its non-linear zone. This has led engineers to rely on the empirical formulas which are derived from numerous experiments for the design of RC structures. However, the usage of CFRP to strengthen RC structure with cut-out openings is only addressed to a small extent due to a lack of experimental and theoretical investigations on the variations in geometry, materials and loading conditions. It is clear that more studies on the structural behaviour of strengthened slabs are needed, especially the one with openings and using numerous layers of CFRP sheets. This is to obtain a better understanding of the failure mechanism, to verify current design methods used and to develop new efficient strengthening methods.
format Final Year Project
author Shahrul Aman, Syafiqah
author_sort Shahrul Aman, Syafiqah
title STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)
title_short STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)
title_full STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)
title_fullStr STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)
title_full_unstemmed STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE (RC) SLABS WITH OPENING STRENGTHENED USING CARBON FIBRE REINFORCED POLYMER (CFRP)
title_sort structural behaviour of reinforced concrete (rc) slabs with opening strengthened using carbon fibre reinforced polymer (cfrp)
publisher Universiti Teknologi PETRONAS
publishDate 2018
url http://utpedia.utp.edu.my/22638/1/1.%20Dissertation_Syafiqah%20Shahrul_19871.pdf
http://utpedia.utp.edu.my/22638/
_version_ 1741195844344872960
score 11.62408

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