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Shear Capacity of RC Beams Strengthened with Flax Fiber Sheets Grafted with Nano-TiO2

机译:纳米TiO2接枝亚麻纤维增强RC梁的抗剪承载力

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摘要

Flax fiber sheets provide the advantages of high specific strength, a short growth cycle, environmental friendliness, wide availability, and low cost. Therefore, in this study, the shear capacities of reinforced concrete (RC) beams strengthened with ordinary flax fiber sheets, flax fiber sheets grafted with nano-TiO , and unidirectional basalt fiber sheets were compared. The bearing characteristics and failure modes of RC beams strengthened with flax fiber sheets were investigated. The results showed that after reinforcement with flax fiber sheets, the bearing capacity and mid-span deflection of the RC beams are considerably improved, and the reinforcing effect of flax fiber sheets grafted with nano-TiO is greater than that of unmodified flax fiber sheets. After reinforcement with flax fiber sheets grafted with nano-TiO , the shear capacity of the RC beams is considerably improved to 653 kN, which is 72.8% higher than that of the unreinforced RC beams. Meanwhile, the mid-range deflection of the beam reached 14.6 mm, which is 75.9% higher than that of the unreinforced RC beams.
机译:亚麻纤维片的优点是比强度高,生长周期短,环境友好,可用性高和成本低。因此,在这项研究中,比较了普通亚麻纤维片,纳米TiO接枝亚麻纤维片和单向玄武岩纤维片增强的钢筋混凝土(RC)梁的抗剪承载力。研究了亚麻纤维片增强RC梁的承载特性和破坏模式。结果表明,亚麻纤维片增强后,RC梁的承载力和中跨挠度得到了明显改善,纳米TiO2接枝的亚麻纤维片的增强效果大于未改性的亚麻纤维片。用接枝了纳米TiO的亚麻纤维片增强后,RC梁的抗剪承载力显着提高到653 kN,比未增强的RC梁高72.8%。同时,梁的中程挠度达到14.6 mm,比未增强的RC梁高75.9%。

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