Reinforced Concrete Beams with Opening Strengthened using CFRP Sheets
This study explores the behavior of reinforced concrete beam with opening strengthened using CFRP sheets. The beams were deficient in bending and under-reinforced in order for the beams to fail in bending. Loaddeflection behavior and strain profile were observed besides the crack pattern and modes o...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | en |
| Published: |
UTHM
2019
|
| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/6524/1/AJ%202020%20%28321%29.pdf http://eprints.uthm.edu.my/6524/ https://doi.org/10.30880/ijie.2019.11.08.030 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1833418117286461440 |
|---|---|
| author | Ali, Noorwirdawati Abdul Hamid, Noor Azlina Salleh, Norhafizah Abdullah, Siti Radziah Jamellodin, Zalipah |
| author_facet | Ali, Noorwirdawati Abdul Hamid, Noor Azlina Salleh, Norhafizah Abdullah, Siti Radziah Jamellodin, Zalipah |
| author_sort | Ali, Noorwirdawati |
| building | UTHM Library |
| collection | Institutional Repository |
| content_provider | Universiti Tun Hussein Onn Malaysia |
| content_source | UTHM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | This study explores the behavior of reinforced concrete beam with opening strengthened using CFRP sheets. The beams were deficient in bending and under-reinforced in order for the beams to fail in bending. Loaddeflection behavior and strain profile were observed besides the crack pattern and modes of failure. A total of five (5) beams were casted and tested. One (1) beam was treated as control specimen, two (2) beams were reinforced concrete beams with square and circular opening respectively while the other two (2) beams were reinforced concrete beams with square and circular opening strengthened using CFRP sheets. For the strengthened beams, they were wrapped at three sides (U-wrap) of the beams with CFRP sheets. From the experimental results, it is observed that all beams fail in bending as expected. Beam with circular opening (un-strengthened) recorded the lowest ultimate load with 25.7 kN, a decreased for about 6.4% compared to control specimen. On the other hand, beams with circular opening strengthened using CFRP sheets recorded the highest ultimate load of 30.7 kN, which is an increased for about 11.9% compared to control specimen. The conclusion that can be drawn from this study is CFRP sheets can be used to increase the ultimate load of beam with the presence of opening. |
| format | Article |
| id | my.uthm.eprints-6524 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | en |
| publishDate | 2019 |
| publisher | UTHM |
| record_format | eprints |
| spelling | my.uthm.eprints-65242022-02-28T06:40:26Z http://eprints.uthm.edu.my/6524/ Reinforced Concrete Beams with Opening Strengthened using CFRP Sheets Ali, Noorwirdawati Abdul Hamid, Noor Azlina Salleh, Norhafizah Abdullah, Siti Radziah Jamellodin, Zalipah TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction This study explores the behavior of reinforced concrete beam with opening strengthened using CFRP sheets. The beams were deficient in bending and under-reinforced in order for the beams to fail in bending. Loaddeflection behavior and strain profile were observed besides the crack pattern and modes of failure. A total of five (5) beams were casted and tested. One (1) beam was treated as control specimen, two (2) beams were reinforced concrete beams with square and circular opening respectively while the other two (2) beams were reinforced concrete beams with square and circular opening strengthened using CFRP sheets. For the strengthened beams, they were wrapped at three sides (U-wrap) of the beams with CFRP sheets. From the experimental results, it is observed that all beams fail in bending as expected. Beam with circular opening (un-strengthened) recorded the lowest ultimate load with 25.7 kN, a decreased for about 6.4% compared to control specimen. On the other hand, beams with circular opening strengthened using CFRP sheets recorded the highest ultimate load of 30.7 kN, which is an increased for about 11.9% compared to control specimen. The conclusion that can be drawn from this study is CFRP sheets can be used to increase the ultimate load of beam with the presence of opening. UTHM 2019 Article PeerReviewed text en http://eprints.uthm.edu.my/6524/1/AJ%202020%20%28321%29.pdf Ali, Noorwirdawati and Abdul Hamid, Noor Azlina and Salleh, Norhafizah and Abdullah, Siti Radziah and Jamellodin, Zalipah (2019) Reinforced Concrete Beams with Opening Strengthened using CFRP Sheets. The International Journal of Integrated Engineering, 11 (8). pp. 303-312. ISSN 2229-838X https://doi.org/10.30880/ijie.2019.11.08.030 |
| spellingShingle | TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Ali, Noorwirdawati Abdul Hamid, Noor Azlina Salleh, Norhafizah Abdullah, Siti Radziah Jamellodin, Zalipah Reinforced Concrete Beams with Opening Strengthened using CFRP Sheets |
| title | Reinforced Concrete Beams with Opening Strengthened using
CFRP Sheets |
| title_full | Reinforced Concrete Beams with Opening Strengthened using
CFRP Sheets |
| title_fullStr | Reinforced Concrete Beams with Opening Strengthened using
CFRP Sheets |
| title_full_unstemmed | Reinforced Concrete Beams with Opening Strengthened using
CFRP Sheets |
| title_short | Reinforced Concrete Beams with Opening Strengthened using
CFRP Sheets |
| title_sort | reinforced concrete beams with opening strengthened using
cfrp sheets |
| topic | TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction |
| url | http://eprints.uthm.edu.my/6524/1/AJ%202020%20%28321%29.pdf http://eprints.uthm.edu.my/6524/ https://doi.org/10.30880/ijie.2019.11.08.030 |
| url_provider | http://eprints.uthm.edu.my/ |