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Experimental Study on Reinforced Concrete Beam with Embed in Basalt FRP Bars

机译:钢筋混凝土梁的实验研究与玄武岩FRP棒嵌入

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摘要

Many tests were carried out to study flexural failure characteristics, ultimate bearing capacity, and stiffness etc of reinforced concrete beams which are embed in basalt FRP bar. The results show that: (1) Basalt FRP bars greatly enhance load bearing capacity. (2) Beam failure characteristic is interfacial bond failure mode. (3) Reinforced beams' integrity and stiffness are greatly improved, the beam crack resistance significantly improved.
机译:进行了许多测试以研究弯曲混凝土梁的抗衰力特性,最终承载能力和刚度等,这些梁嵌入玄武岩FRP棒。结果表明:(1)玄武岩FRP棒极大地增强了承载能力。 (2)梁故障特性是界面粘合失效模式。 (3)加强梁的完整性和刚度大大提高,梁裂纹电阻显着改善。

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