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...
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| Format: | Thesis |
| Language: | English English English |
| Published: |
2018
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| Online Access: | http://eprints.uthm.edu.my/189/ 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_ | 1848887119973449728 |
|---|---|
| author | Omar Imohamed, Imohamed Ali |
| author_facet | Omar Imohamed, Imohamed Ali |
| author_sort | Omar Imohamed, Imohamed Ali |
| building | UTHM Institutional Repository |
| collection | Online Access |
| 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 ( |
| first_indexed | 2025-11-15T19:49:20Z |
| format | Thesis |
| id | uthm-189 |
| institution | Universiti Tun Hussein Onn Malaysia |
| institution_category | Local University |
| language | English English English |
| last_indexed | 2025-11-15T19:49:20Z |
| publishDate | 2018 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uthm-1892021-07-06T07:55:15Z http://eprints.uthm.edu.my/189/ Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups 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 NonPeerReviewed text en http://eprints.uthm.edu.my/189/1/24p%20IMOHAMED%20ALI%20OMAR%20IMOHAMED.pdf text en http://eprints.uthm.edu.my/189/2/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20COPYRIGHT%20DECLARATION.pdf text en http://eprints.uthm.edu.my/189/3/IMOHAMED%20ALI%20OMAR%20IMOHAMED%20WATERMARK.pdf Omar Imohamed, Imohamed Ali (2018) Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups. Doctoral thesis, Universiti Tun Hussein Onn Malaysia. |
| spellingShingle | TA630-695 Structural engineering (General) Omar Imohamed, Imohamed Ali Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups |
| title | 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_short | 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 |
| topic | TA630-695 Structural engineering (General) |
| url | http://eprints.uthm.edu.my/189/ 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 |