Shear Strength of Reinforced High-Performance Concrete Wide Beams
Wide shallow beams have become more common among structural designers since having more space for utility services under the floor. However, the provisions of codes of practice need to be evaluated against an experimental data to evaluate their margin of safety for this type of structural element. T...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Salahaddin University-Erbil
2021-04-01
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| Series: | Zanco Journal of Pure and Applied Sciences |
| Subjects: | |
| Online Access: | https://zancojournals.su.edu.krd/index.php/JPAS/article/view/3755 |
| _version_ | 1818879532796477440 |
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| author | Barzan OMAR Mawlood Ahmed Heidayat MOHAMMAD Nawal Muhammed ABDULRAZZAQ Kamaran Suleiman ISMAIL |
| author_facet | Barzan OMAR Mawlood Ahmed Heidayat MOHAMMAD Nawal Muhammed ABDULRAZZAQ Kamaran Suleiman ISMAIL |
| author_sort | Barzan OMAR Mawlood |
| collection | DOAJ |
| description | Wide shallow beams have become more common among structural designers since having more space for utility services under the floor. However, the provisions of codes of practice need to be evaluated against an experimental data to evaluate their margin of safety for this type of structural element. This paper is an experimental and theoretical investigations on the shear behavior and capacity of wide shallow beams. A total of seven beam specimens were tested to assess the effect of beam width to height ratio (b/h) which ranged from 0.67 to 3; shear reinforcement ratio ranging from 0 to 0.222%; and carbon fiber content ranging from 0 to 0.53%. The results show that with increasing width to height ratio, the shear strength of the beam decreased and the provisions of codes of practice (ACI318-14 and EC2) might not lead to accurate results when they are used to predict the shear capacity of wide shallow beams. |
| first_indexed | 2024-12-19T14:31:35Z |
| format | Article |
| id | doaj.art-5a2d557571eb488f8cb8e6999fdb46d7 |
| institution | Directory Open Access Journal |
| issn | 2218-0230 2412-3986 |
| language | English |
| last_indexed | 2024-12-19T14:31:35Z |
| publishDate | 2021-04-01 |
| publisher | Salahaddin University-Erbil |
| record_format | Article |
| series | Zanco Journal of Pure and Applied Sciences |
| spelling | doaj.art-5a2d557571eb488f8cb8e6999fdb46d72022-12-21T20:17:25ZengSalahaddin University-ErbilZanco Journal of Pure and Applied Sciences2218-02302412-39862021-04-0133211712710.21271/ZJPAS.33.2.11Shear Strength of Reinforced High-Performance Concrete Wide BeamsBarzan OMAR Mawlood0Ahmed Heidayat MOHAMMAD1Nawal Muhammed ABDULRAZZAQ2Kamaran Suleiman ISMAIL3Department of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Kurdistan Region, IraqSalahaddin UniversityDepartment of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Kurdistan Region, IraqDepartment of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Kurdistan Region, IraqDepartment of Civil Engineering, College of Engineering, Soran University, Kurdistan Region, Iraq IraqWide shallow beams have become more common among structural designers since having more space for utility services under the floor. However, the provisions of codes of practice need to be evaluated against an experimental data to evaluate their margin of safety for this type of structural element. This paper is an experimental and theoretical investigations on the shear behavior and capacity of wide shallow beams. A total of seven beam specimens were tested to assess the effect of beam width to height ratio (b/h) which ranged from 0.67 to 3; shear reinforcement ratio ranging from 0 to 0.222%; and carbon fiber content ranging from 0 to 0.53%. The results show that with increasing width to height ratio, the shear strength of the beam decreased and the provisions of codes of practice (ACI318-14 and EC2) might not lead to accurate results when they are used to predict the shear capacity of wide shallow beams.https://zancojournals.su.edu.krd/index.php/JPAS/article/view/3755shear strength; wide shallow beam; web reinforcements; high strength concrete; width to height ratio; fibers. |
| spellingShingle | Barzan OMAR Mawlood Ahmed Heidayat MOHAMMAD Nawal Muhammed ABDULRAZZAQ Kamaran Suleiman ISMAIL Shear Strength of Reinforced High-Performance Concrete Wide Beams Zanco Journal of Pure and Applied Sciences shear strength; wide shallow beam; web reinforcements; high strength concrete; width to height ratio; fibers. |
| title | Shear Strength of Reinforced High-Performance Concrete Wide Beams |
| title_full | Shear Strength of Reinforced High-Performance Concrete Wide Beams |
| title_fullStr | Shear Strength of Reinforced High-Performance Concrete Wide Beams |
| title_full_unstemmed | Shear Strength of Reinforced High-Performance Concrete Wide Beams |
| title_short | Shear Strength of Reinforced High-Performance Concrete Wide Beams |
| title_sort | shear strength of reinforced high performance concrete wide beams |
| topic | shear strength; wide shallow beam; web reinforcements; high strength concrete; width to height ratio; fibers. |
| url | https://zancojournals.su.edu.krd/index.php/JPAS/article/view/3755 |
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