二次荷载作用下预应力CFP加固RC梁

Bang-yun LONG, Guang-lin YUAN, Dan-yu ZHU
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引用次数: 2

摘要

研究了预应力碳纤维板加固钢筋混凝土梁的可行性。根据碳纤维板的特点,研制了一种预应力夹紧装置和预应力施加装置。进行了普通碳纤维板与预应力碳纤维板、二次加载碳纤维板与二次加载碳纤维板加固混凝土梁的对比试验。在此基础上,分析了桥梁的破坏形态、裂缝宽度及分布、开裂荷载、屈服荷载、极限荷载以及荷载与挠度的关系。结果表明,采用预应力碳纤维板加固混凝土梁是可行和有效的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
RC beam strengthened with pre-stressed CFP under the secondary load

Feasibility of using pre-stressed carbon fiber plates to strengthen reinforced concrete beams was studied. Based on the characteristics of carbon fiber plates, we developed a pre-stress clamp and a device for applying the pre-stress. Contrast tests were conducted between ordinary carbon fiber plates and a pre-stressed carbon fiber plate and between secondary loaded carbon fiber plates and a concrete beam strengthened with a secondary loaded carbon fiber plate. On this basis, we analyzed the failure pattern, the width of cracks and their distribution, the cracking load, the yield load, the limit load and the relation between load and deflection. The results indicate that using pre-stressed carbon fiber plates to strengthen concrete beams is feasible and effective.

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