Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams
This paper reports experimental data on the behavior and strength of high-strength concrete slender beams reinforced with vertical shear reinforcement. Tests were conducted on ten reinforced concrete beams with stirrups in different positions using high-strength concrete (compressive strength about...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Unviversity of Technology- Iraq
2013-01-01
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| Series: | Engineering and Technology Journal |
| Subjects: | |
| Online Access: | https://etj.uotechnology.edu.iq/article_71247_59f5975de2212b5fd31411e63b2bb497.pdf |
| _version_ | 1797325631262818304 |
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| author | Omar Qarani Aziz Sinan Abdulkhaleq Yaseen |
| author_facet | Omar Qarani Aziz Sinan Abdulkhaleq Yaseen |
| author_sort | Omar Qarani Aziz |
| collection | DOAJ |
| description | This paper reports experimental data on the behavior and strength of high-strength concrete slender beams reinforced with vertical shear reinforcement. Tests were conducted on ten reinforced concrete beams with stirrups in different positions using high-strength concrete (compressive strength about 85.0 MPa). The beams measured 2000 mm long, 100 mm wide and 200 mm deep, and were tested under two point loads. The test variables were position and amount of web reinforcement; conventional steel bars were used as longitudinal reinforcement in this investigation. The test results indicated that beams with shear reinforcement (vfy = 1.65 to 4.24MPa) within the shear span (G1) and along the beam length (G2), were failed in flexure, while beams with shear reinforcement (vfy = 1.65 to 4.24MPa) between two point loads (G3) and the beam without shear reinforcement (G4) were failed in shear. The optimum position of stirrups is the shear span for high strength concrete beams and for different amounts |
| first_indexed | 2024-03-08T06:12:10Z |
| format | Article |
| id | doaj.art-21634061232e41a684527974aa78ff24 |
| institution | Directory Open Access Journal |
| issn | 1681-6900 2412-0758 |
| language | English |
| last_indexed | 2024-03-08T06:12:10Z |
| publishDate | 2013-01-01 |
| publisher | Unviversity of Technology- Iraq |
| record_format | Article |
| series | Engineering and Technology Journal |
| spelling | doaj.art-21634061232e41a684527974aa78ff242024-02-04T17:34:14ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582013-01-01311A425210.30684/etj.2013.7124771247Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete BeamsOmar Qarani AzizSinan Abdulkhaleq YaseenThis paper reports experimental data on the behavior and strength of high-strength concrete slender beams reinforced with vertical shear reinforcement. Tests were conducted on ten reinforced concrete beams with stirrups in different positions using high-strength concrete (compressive strength about 85.0 MPa). The beams measured 2000 mm long, 100 mm wide and 200 mm deep, and were tested under two point loads. The test variables were position and amount of web reinforcement; conventional steel bars were used as longitudinal reinforcement in this investigation. The test results indicated that beams with shear reinforcement (vfy = 1.65 to 4.24MPa) within the shear span (G1) and along the beam length (G2), were failed in flexure, while beams with shear reinforcement (vfy = 1.65 to 4.24MPa) between two point loads (G3) and the beam without shear reinforcement (G4) were failed in shear. The optimum position of stirrups is the shear span for high strength concrete beams and for different amountshttps://etj.uotechnology.edu.iq/article_71247_59f5975de2212b5fd31411e63b2bb497.pdfbeamsconcreteflexuralhigh strengthpositionstirrups |
| spellingShingle | Omar Qarani Aziz Sinan Abdulkhaleq Yaseen Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams Engineering and Technology Journal beams concrete flexural high strength position stirrups |
| title | Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams |
| title_full | Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams |
| title_fullStr | Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams |
| title_full_unstemmed | Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams |
| title_short | Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams |
| title_sort | optimum position of shear reinforcement of high strength reinforced concrete beams |
| topic | beams concrete flexural high strength position stirrups |
| url | https://etj.uotechnology.edu.iq/article_71247_59f5975de2212b5fd31411e63b2bb497.pdf |
| work_keys_str_mv | AT omarqaraniaziz optimumpositionofshearreinforcementofhighstrengthreinforcedconcretebeams AT sinanabdulkhaleqyaseen optimumpositionofshearreinforcementofhighstrengthreinforcedconcretebeams |