Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups
The use of fiber reinforced polymer (FRP) bars as an alternative to steel bars for reinforced concrete (RC) structures is gaining acceptance among the structural engineers. The investigation of structure performance of FRP-RC members has become a critical issue. Extensive researches have been con...
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis |
| Language: | English English English |
| Published: |
2018
|
| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/189/1/24p%20IMOHAMED%20ALI%20OMAR%20IMOHAMED.pdf http://eprints.uthm.edu.my/189/2/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/189/3/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20WATERMARK.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| id |
my-uthm-ep.189 |
|---|---|
| record_format |
uketd_dc |
| spelling |
my-uthm-ep.1892021-07-06T07:55:15Z Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups 2018-05 Omar Imohamed, Imohamed Ali TA630-695 Structural engineering (General) The use of fiber reinforced polymer (FRP) bars as an alternative to steel bars for reinforced concrete (RC) structures is gaining acceptance among the structural engineers. The investigation of structure performance of FRP-RC members has become a critical issue. Extensive researches have been conducted to investigate the shear behavior of RC members with FRP bar. However, the shear strength design of FRPRC beams is similar to that of RC beams with steel bar except that the mechanical properties of FRP bars which affect the shear strength design shall be considered. The focus of this research is to investigate the shear behavior of FRP-RC beams. A total of 18 RC beams were constructed and tested up to failure, the test beams included 10 GFRP-RC beams and 8 steel-RC beams. In order to realize the occurrence of the shear failure, all tested beams were designed without stirrups. The test variables were the reinforcement ratio (ρ), shear span to depth ratio (a/d), depth of beam (d), and concrete compressive strength ( 2018-05 Thesis http://eprints.uthm.edu.my/189/ http://eprints.uthm.edu.my/189/1/24p%20IMOHAMED%20ALI%20OMAR%20IMOHAMED.pdf text en public http://eprints.uthm.edu.my/189/2/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/189/3/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20WATERMARK.pdf text en validuser phd doctoral Universiti Tun Hussein Onn Malaysia Fakulti Kejuruteraan Awam dan Alam Bina |
| institution |
Universiti Tun Hussein Onn Malaysia |
| collection |
UTHM Institutional Repository |
| language |
English English English |
| topic |
TA630-695 Structural engineering (General) |
| spellingShingle |
TA630-695 Structural engineering (General) Omar Imohamed, Imohamed Ali Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| description |
The use of fiber reinforced polymer (FRP) bars as an alternative to steel bars for
reinforced concrete (RC) structures is gaining acceptance among the structural engineers.
The investigation of structure performance of FRP-RC members has become a
critical issue. Extensive researches have been conducted to investigate the shear
behavior of RC members with FRP bar. However, the shear strength design of FRPRC
beams is similar to that of RC beams with steel bar except that the mechanical
properties of FRP bars which affect the shear strength design shall be considered. The
focus of this research is to investigate the shear behavior of FRP-RC beams. A total
of 18 RC beams were constructed and tested up to failure, the test beams included 10
GFRP-RC beams and 8 steel-RC beams. In order to realize the occurrence of the shear
failure, all tested beams were designed without stirrups. The test variables were the
reinforcement ratio (ρ), shear span to depth ratio (a/d), depth of beam (d), and concrete
compressive strength ( |
| format |
Thesis |
| qualification_name |
Doctor of Philosophy (PhD.) |
| qualification_level |
Doctorate |
| author |
Omar Imohamed, Imohamed Ali |
| author_facet |
Omar Imohamed, Imohamed Ali |
| author_sort |
Omar Imohamed, Imohamed Ali |
| title |
Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| title_short |
Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| title_full |
Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| title_fullStr |
Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| title_full_unstemmed |
Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| title_sort |
shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| granting_institution |
Universiti Tun Hussein Onn Malaysia |
| granting_department |
Fakulti Kejuruteraan Awam dan Alam Bina |
| publishDate |
2018 |
| url |
http://eprints.uthm.edu.my/189/1/24p%20IMOHAMED%20ALI%20OMAR%20IMOHAMED.pdf http://eprints.uthm.edu.my/189/2/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/189/3/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20WATERMARK.pdf |
| _version_ |
1747830549602369536 |