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首页> 外文期刊>Journal of the Chinese Institute of Engineers >Enhancement of flexural performance of RC beams with steel wire rope by external strengthening technique
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Enhancement of flexural performance of RC beams with steel wire rope by external strengthening technique

机译:外部强化技术提高钢丝绳RC梁弯曲性能

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摘要

Reinforced concrete structures around the world need repairing or strengthening at some stage in their lifetimes for different reasons. Steel wire rope is one of the potential materials to strengthen reinforced concrete structures do to its high strength, lightweight, and high flexibility properties. This research was, therefore, conducted to investigate a relatively new technique to strengthen reinforced concrete beams using external steel wire ropes. This involved testing five beam specimens under a four-point bending configuration for failure, and the strengthening effects of external wire ropes on their performance were also studied. The results showed the ultimate load capacity was also significantly enhanced up to 250% compared to the control specimen. Moreover, the stiffness and energy absorption capacity of the strengthened specimens were improved due to the external strengthening technique. This means reinforced concrete beams strengthened with external steel wire rope are capable of ful?lling the flexural performance required for reinforced concrete structures.
机译:由于不同的原因,世界各地的钢筋混凝土结构在其使用寿命的某个阶段需要修复或加固。钢丝绳以其高强度、轻量化、高柔韧性等特点成为钢筋混凝土结构加固的潜在材料之一。因此,本研究旨在探索一种使用外部钢丝绳加固钢筋混凝土梁的相对新技术。这包括在四点弯曲配置下测试五个梁试件的失效情况,并研究了外部钢丝绳对其性能的强化效果。结果表明,与对照试件相比,极限承载力也显著提高了250%。此外,外部加固技术提高了加固试件的刚度和能量吸收能力。这意味着用外部钢丝绳加固的钢筋混凝土梁能够:?钢筋混凝土结构所需的弯曲性能。

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