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钢筋腐蚀将导致混凝土梁斜截面抗剪承载能力明显降低。本文对腐蚀钢筋混凝土梁斜截面承载力及加固方法研究现状进行了综述,并指出了腐蚀钢筋混凝土梁斜截面加固研究方向。
Corrosion of steel bars will lead to the obvious decrease of shear capacity of the concrete beam oblique section. In this paper, the research status of the load-carrying capacity and reinforcement methods of the corroded RC beams is reviewed. The research directions of the reinforcement of the RC beams are also pointed out.