Experimental Study on Fatigue Behavior of Cracked Rectangular Hollow-Section Steel Beams Repaired with Prestressed CFRP Plates

Tao Chen1,2, Xianglin Gu2,3, Ming Qi4, Qian-Qian Yu5,2
1Associate Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji Univ.), Ministry of Education, Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.
2Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China
3Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji Univ.), Ministry of Education, Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).
4Formerly, Graduate Student, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.
5Assistant Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures (Tongji Univ.), Ministry of Education, Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

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