دورية أكاديمية
Strengthening of GFRP Reinforced Concrete Slabs with Openings
العنوان: | Strengthening of GFRP Reinforced Concrete Slabs with Openings |
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المؤلفون: | Mohammed Abas Golham, Ali Hussein Ali Al-Ahmed |
المصدر: | Journal of Engineering, Vol 30, Iss 01 (2024) |
بيانات النشر: | University of Baghdad, 2024. |
سنة النشر: | 2024 |
المجموعة: | LCC:Engineering (General). Civil engineering (General) |
مصطلحات موضوعية: | One-way slab, GFRP bars, CFRP sheets, Strengthening, Engineering (General). Civil engineering (General), TA1-2040 |
الوصف: | Using fiber-reinforced polymer (FRP) could effectively improve the strength and endurance of reinforced concrete (RC) constructions. This study evaluated the flexural behavior of one-way concrete slabs with openings reinforced with glass fiber-reinforced polymers (GFRP) bars. It strengthened using carbon fiber-reinforced polymer (CFRP) sheets around the openings. The experimental program of this study is adopted by casting and testing four one-way concrete slabs with dimensions of (150*750*2650) mm. These slabs are divided into two groups based on whether they were strengthened or un-strengthened. For each group, two different openings (either one rectangular or two square) measured 250*500 mm and 250*250 mm, respectively, were fabricated within the pure flexural zone of the specimens. The experimental results indicate that using CFRP strips increases the maximum load capacity by around 29% for the slab with one rectangular opening and 21% for the slab with two square openings compared to the un-strengthened slabs. On the other hand, the deflection at a service load is decreased by about 35% and 37% for the slabs mentioned above, respectively. |
نوع الوثيقة: | article |
وصف الملف: | electronic resource |
اللغة: | English |
تدمد: | 1726-4073 2520-3339 |
Relation: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/2032; https://doaj.org/toc/1726-4073; https://doaj.org/toc/2520-3339 |
DOI: | 10.31026/j.eng.2024.01.10 |
URL الوصول: | https://doaj.org/article/97f4aba3a9b14ad893c8d5c5a8dc07e1 |
رقم الأكسشن: | edsdoj.97f4aba3a9b14ad893c8d5c5a8dc07e1 |
قاعدة البيانات: | Directory of Open Access Journals |
تدمد: | 17264073 25203339 |
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DOI: | 10.31026/j.eng.2024.01.10 |