دورية أكاديمية

Strengthening of GFRP Reinforced Concrete Slabs with Openings

التفاصيل البيبلوغرافية
العنوان: Strengthening of GFRP Reinforced Concrete Slabs with Openings
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
الوصف
تدمد:17264073
25203339
DOI:10.31026/j.eng.2024.01.10