Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure

The quality of fired clay brick from different factory varies due to the different method of a manufacturing process. This research was design into three stages which are i) characteristic material study, where the material sources was from 3 states in Malaysia (Sidam Kiri Kedah, Serendah Selangor a...

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Main Authors: J., Izwan, I., Md Sayuti, Noram Irwan, Ramli, O. M., Md Azree, F. S., Syahrul
Format: Conference or Workshop Item
Language:English
English
Published: IOP Publishing 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/23415/1/10.1%20Mechanical%20performance%20of%20carbon%20fiber%20reinforced%20polymer.pdf
http://umpir.ump.edu.my/id/eprint/23415/7/14%20Mechanical%20performance%20of%20carbon%20fiber%20reinforced%20polymer.pdf
http://umpir.ump.edu.my/id/eprint/23415/
https://doi.org/10.1088/1755-1315/244/1/012026
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spelling my.ump.umpir.234152019-04-01T08:02:48Z http://umpir.ump.edu.my/id/eprint/23415/ Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure J., Izwan I., Md Sayuti Noram Irwan, Ramli O. M., Md Azree F. S., Syahrul TA Engineering (General). Civil engineering (General) The quality of fired clay brick from different factory varies due to the different method of a manufacturing process. This research was design into three stages which are i) characteristic material study, where the material sources was from 3 states in Malaysia (Sidam Kiri Kedah, Serendah Selangor and Beruas Perak), ii) wall performance before retrofit and iii) damage wall performance after retrofitting process using CFRP. Based on the result obtained, the engineering properties of fired clay brick from Serendah Selangor shows the highest value of compressive strength as compared to brick from the other states. It has the higher flexural strength, low value of IRA, low value of water absorption, and low value of porosity. For the wall performance, the result show that the CFRP horizontal pattern for brickwall made from Serendah Selangor was better than oher types Beruas Perak and Sidam Kiri Kedah with percentage of increment 76%, 22% and 1.9% respectively, after being repair with CFRP. As for conclusion, the strength of brick wall can be improved significantly with the application of using CFRP strip in the research. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23415/1/10.1%20Mechanical%20performance%20of%20carbon%20fiber%20reinforced%20polymer.pdf pdf en cc_by http://umpir.ump.edu.my/id/eprint/23415/7/14%20Mechanical%20performance%20of%20carbon%20fiber%20reinforced%20polymer.pdf J., Izwan and I., Md Sayuti and Noram Irwan, Ramli and O. M., Md Azree and F. S., Syahrul (2019) Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure. In: IOP Conference Series: Earth and Environmental Science, National Colloquium on Wind and Earthquake Engineering, 17-18 August 2018 , Kuantan, Pahang, Malaysia. pp. 1-6., 244 (012026). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/244/1/012026
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
J., Izwan
I., Md Sayuti
Noram Irwan, Ramli
O. M., Md Azree
F. S., Syahrul
Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
description The quality of fired clay brick from different factory varies due to the different method of a manufacturing process. This research was design into three stages which are i) characteristic material study, where the material sources was from 3 states in Malaysia (Sidam Kiri Kedah, Serendah Selangor and Beruas Perak), ii) wall performance before retrofit and iii) damage wall performance after retrofitting process using CFRP. Based on the result obtained, the engineering properties of fired clay brick from Serendah Selangor shows the highest value of compressive strength as compared to brick from the other states. It has the higher flexural strength, low value of IRA, low value of water absorption, and low value of porosity. For the wall performance, the result show that the CFRP horizontal pattern for brickwall made from Serendah Selangor was better than oher types Beruas Perak and Sidam Kiri Kedah with percentage of increment 76%, 22% and 1.9% respectively, after being repair with CFRP. As for conclusion, the strength of brick wall can be improved significantly with the application of using CFRP strip in the research.
format Conference or Workshop Item
author J., Izwan
I., Md Sayuti
Noram Irwan, Ramli
O. M., Md Azree
F. S., Syahrul
author_facet J., Izwan
I., Md Sayuti
Noram Irwan, Ramli
O. M., Md Azree
F. S., Syahrul
author_sort J., Izwan
title Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
title_short Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
title_full Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
title_fullStr Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
title_full_unstemmed Mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
title_sort mechanical performance of carbon fiber reinforced polymer as repair material for damage wall structure
publisher IOP Publishing
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/23415/1/10.1%20Mechanical%20performance%20of%20carbon%20fiber%20reinforced%20polymer.pdf
http://umpir.ump.edu.my/id/eprint/23415/7/14%20Mechanical%20performance%20of%20carbon%20fiber%20reinforced%20polymer.pdf
http://umpir.ump.edu.my/id/eprint/23415/
https://doi.org/10.1088/1755-1315/244/1/012026
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score 13.18916