COMPOSITES SCIENCE AND ENGINEERING ›› 2013, Vol. 0 ›› Issue (7): 47-52.

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STUDY PROGRESS OF FATIGUE BEHAVIORS OF CONCRETE BEAMS WITH REINFORCING BARS

DONG Su-ran1,2, YANG Yong-xin2, GUAN Zeng-wei2   

  1. 1. Central Research Institute of Building and Construction Co.,Ltd.,MCC,Beijing 100088 China;
    2. Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China
  • Received:2012-12-14 Online:2013-10-28 Published:2022-03-15

Abstract: To summarize the fatigue performance, failure criteria, damage model of concrete, steel bars and FRP tendons in the domestic and foreign countries, the paper discusses the fatigue stress process, failure pattern, stiffness degradation, and deflection growth rule of the beam composed with those materials above, analysises the fatigue performance characteristics of FRP reinforcement instead of reinforced concrete beam, and shows the development space and research value of fatigue property of concrete beam with reinforcing tendons.

Key words: fatigue performance, failure criteria, damage model, concrete beam with reinforcing tendons, study progress

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