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碳纤维布与钢构套复合加固锈蚀钢筋混凝土柱抗震性能研究(英文)
引用本文:李金波,贡金鑫.碳纤维布与钢构套复合加固锈蚀钢筋混凝土柱抗震性能研究(英文)[J].东南大学学报,2009,25(4):506-512.
作者姓名:李金波  贡金鑫
作者单位:大连理工大学海岸和近海工程国家重点实验室,大连,116024 
基金项目:The Program for Changjiang Scholars and Innovative Research Team in University of Ministry of Education of China (NoIRT0518)
摘    要:为改善锈蚀钢筋混凝土柱的抗震性能, 利用碳纤维布与角钢对锈蚀柱进行复合抗震加固. 试验共对12根试件进行了低周反复加载试验, 研究参量包括钢筋锈蚀程度、轴向荷载、碳纤维布层数和角钢用量. 试验结果表明, 利用碳纤维布和角钢复合加固锈蚀柱可以显著改善锈蚀柱的承载能力、延性和耗能能力. 复合加固后, 加固柱的强度和延性与锈蚀柱相比, 可分别提高0.9倍和1倍以上. 基于试验结果, 提出了计算加固构件屈服荷载、最大荷载和位移延性系数的简化公式, 计算结果与试验结果极为吻合.

关 键 词:钢筋混凝土柱  抗震性能  锈蚀  加固  钢构套  纤维布  延性

Seismic strengthening of reinforced concrete columns damaged by rebar corrosion using combined CFRP and steel jacket
Li Jinbo Gong Jinxin.Seismic strengthening of reinforced concrete columns damaged by rebar corrosion using combined CFRP and steel jacket[J].Journal of Southeast University(English Edition),2009,25(4):506-512.
Authors:Li Jinbo Gong Jinxin
Institution:Li Jinbo Gong Jinxin(State Key Laboratory of Coastal , Offshore Engineering,Dalian University of Technology,Dalian 116024,China)
Abstract:In order to study the effectiveness of combined carbon fiber-reinforced polymer(CFRP)sheets and steel jacket in strengthening the seismic performance of corrosion-damaged reinforced concrete (RC) columns,twelve reinforced concrete columns are tested under combined lateral cyclic displacement excursions and constant axial load. The variables studied in this program include effects of corrosion degree of the rebars,level of axial load,the amount of CFRP sheets and steel jacket. The results indicate that the c...
Keywords:reinforced concrete column  seismic performance  corrosion  retrofitting  steel jacket  fiber-reinforced polymer (FRP)  ductility
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