Shear behaviour of one-way high strength plain and FRC slabs reinforced with basalt FRP bars
<p dir="ltr">The purpose of this study is to investigate the shear behavior of high-strength one-way plain and basalt fiber reinforced concrete (BFRC) slabs reinforced with basalt fiber reinforced polymers (BFRP) bars. A total of 8 slabs having 2550 mm length, 600 mm width and 150 mm...
محفوظ في:
| المؤلف الرئيسي: | Abathar Al-Hamrani (16494884) (author) |
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| مؤلفون آخرون: | Wael Alnahhal (14152461) (author) |
| منشور في: |
2022
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| الموضوعات: | |
| الوسوم: |
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مواد مشابهة
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Sensitivity analysis and genetic algorithm-based shear capacity model for basalt FRC one-way slabs reinforced with BFRP bars
حسب: Abathar Al-Hamrani (16494884)
منشور في: (2023) -
Numerical parametric investigation on the moment redistribution of basalt FRC continuous beams with basalt FRP bars
حسب: Abdelrahman Abushanab (17268940)
منشور في: (2021) -
Effect of Basalt Microfiber on the Shear Response of RC Short Beams
حسب: Sabbagh, Mohamad Kusay Ahmad Rabee
منشور في: (2019) -
Effect of Basalt Fibers on The Flexural Behavior of Beams Reinforced With BFRP Bars
حسب: AlHafiz, Abdul Rahman M.Musif
منشور في: (2018) -
Flexural Performance of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymers (BFRP) Bars
حسب: Al-Mimar, Mustafa Adel Muhsin
منشور في: (2019)