摘要
在碳纤维和玻璃纤维混杂纤维布和预应力碳纤维加固混凝土梁试验研究成果的基础上,提出了用预应力混杂纤维加固混凝土结构的方法,并对预应力碳/芳纶纤维布加固梁的抗弯性能进行分析.利用预应力混杂纤维可以进一步提高纤维布的使用性能,减少变形并有效的抑制了裂缝的扩展,降低早期破坏的风险.混杂纤维的抗弯性能、延伸性能以及经济性均优于单一纤维.
On basis of the test results of beams strengthened with C/GFRP sheets and prestressed CFRP sheets, the paper analyses on the bending capacity of beams strengthened with prestressed C/AFRP sheets. A method of strengthen concrete structures with prestressed hybrid fiber sheets (composed of carbon fiber and aramid fiber)is proposed. The prestressed hybrid fiber cloth can be used to improve the performance of the RC beam to reduce distortion, effectively inhibit the expansion of the cracks and reduce the risk of early failure. Compared to a single fiber, hybrid fiber is an ideal reinforcement material, with significant economical and social benefits.
出处
《武汉理工大学学报(交通科学与工程版)》
2012年第3期652-656,共5页
Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金
Research on key technologies of prestressed hybrid CFRP/GFRP in concrete bridges reinforcement
Scientific research projects of transportation department in Jiangsu Province(No:2012Y09)
关键词
混杂纤维
预应力
加固钢筋混凝土梁
抗弯性能
hybrid fiber
prestressed
reinforced concrete beam
bending resistance