Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme
Nowadays the using of carbon fiber reinforced polymer CFRP composites as an externally bonded reinforcement has become one of the alternatives solutions to repair shear defect on reinforced concrete structure. Therefore, this research intended to study and investigate the effectiveness of using e...
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2011
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my-uthm-ep.26892021-11-01T04:31:49Z Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme 2011 Om Balkou, Mhimed Ramadan TA Engineering (General). Civil engineering (General) TA630-695 Structural engineering (General) Nowadays the using of carbon fiber reinforced polymer CFRP composites as an externally bonded reinforcement has become one of the alternatives solutions to repair shear defect on reinforced concrete structure. Therefore, this research intended to study and investigate the effectiveness of using externally bonded CFRP strips in strengthened RC continuous beams, as well as to study the behavior of RC continuous beams repair with CFRP strips for initially strengthened. A total of five RC continuous beams with size of 150x350x5800 mm was simulated and involves 0/90 degree orientation of CFRP strips in fully wrap schemes (4 sides and 3 sides). Five beams was analyzed by using ABAQUS software. The analysis results indicated that of externally bonded CFRP strips has enhanced the shear capacity of continuous RC beam. The numerical results also show good agreement with the experimental. 2011 Thesis http://eprints.uthm.edu.my/2689/ http://eprints.uthm.edu.my/2689/1/24p%20MHIMED%20RAMADAN%20OM%20BALKOU.pdf text en public http://eprints.uthm.edu.my/2689/2/MHIMED%20RAMADAN%20OM%20BALKOU%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/2689/3/MHIMED%20RAMADAN%20OM%20BALKOU%20WATERMARK.pdf text en validuser mphil masters Universiti Tun Hussein Malaysia Fakulti Kejuruteraan Awam dan Alam Bina |
institution |
Universiti Tun Hussein Onn Malaysia |
collection |
UTHM Institutional Repository |
language |
English English English |
topic |
TA Engineering (General) Civil engineering (General) TA630-695 Structural engineering (General) |
spellingShingle |
TA Engineering (General) Civil engineering (General) TA630-695 Structural engineering (General) Om Balkou, Mhimed Ramadan Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme |
description |
Nowadays the using of carbon fiber reinforced polymer CFRP composites as an
externally bonded reinforcement has become one of the alternatives solutions to repair
shear defect on reinforced concrete structure. Therefore, this research intended to study
and investigate the effectiveness of using externally bonded CFRP strips in strengthened
RC continuous beams, as well as to study the behavior of RC continuous beams repair
with CFRP strips for initially strengthened. A total of five RC continuous beams with
size of 150x350x5800 mm was simulated and involves 0/90 degree orientation of CFRP
strips in fully wrap schemes (4 sides and 3 sides). Five beams was analyzed by using
ABAQUS software. The analysis results indicated that of externally bonded CFRP strips
has enhanced the shear capacity of continuous RC beam. The numerical results also
show good agreement with the experimental. |
format |
Thesis |
qualification_name |
Master of Philosophy (M.Phil.) |
qualification_level |
Master's degree |
author |
Om Balkou, Mhimed Ramadan |
author_facet |
Om Balkou, Mhimed Ramadan |
author_sort |
Om Balkou, Mhimed Ramadan |
title |
Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme |
title_short |
Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme |
title_full |
Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme |
title_fullStr |
Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme |
title_full_unstemmed |
Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme |
title_sort |
computational study of shear strengthened of rc continuous beam using cfrp sheet with different wrapping scheme |
granting_institution |
Universiti Tun Hussein Malaysia |
granting_department |
Fakulti Kejuruteraan Awam dan Alam Bina |
publishDate |
2011 |
url |
http://eprints.uthm.edu.my/2689/1/24p%20MHIMED%20RAMADAN%20OM%20BALKOU.pdf http://eprints.uthm.edu.my/2689/2/MHIMED%20RAMADAN%20OM%20BALKOU%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/2689/3/MHIMED%20RAMADAN%20OM%20BALKOU%20WATERMARK.pdf |
_version_ |
1747830976855146496 |