Research on Numerical Simulation of Crack Propagation Behaviors in Frp Strengthened Concrete Members
DOI: 10.23977/jsoce.2021.030716 | Downloads: 3 | Views: 811
Author(s)
Hong-wei LIU 1
Affiliation(s)
1 Qinghai Nationalities University, School of Civil Engineering and Transportation, Qinghai Xinning 810007, China
Corresponding Author
Hong-wei LIUABSTRACT
This paper mainly uses MFPA analysis system to simulate the crack propagation law of FRP strengthened concrete members, analyzes the crack propagation law of FRP strengthened concrete members, and discusses the influence of bond layer parameters between FRP plate and concrete on the bearing capacity and failure mode of FRP strengthened concrete members under different FRP parameters. It is found that the bond layer of FRP strengthened concrete members and the characteristics of concrete have a great influence on the crack distribution.
KEYWORDS
Frp, Frp reinforced concrete member, Mfpa analysis systemCITE THIS PAPER
Hong-wei LIU. Research on Numerical Simulation of Crack Propagation Behaviors in Frp Strengthened Concrete Members. Journal of Sociology and Ethnology (2021) 3: 83-88. DOI: http://dx.doi.org/10.23977/jsoce.2021.030716.
REFERENCES
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[3] Huang Peiyan, Zhang Shukuan, Zheng Shunchao, Zhou Hao, Zheng Xiaohong. Mechanical problems of FRP sheet in civil engineering repair and reinforcement [J]. Journal of Solid Mechanics, 2010,31 (05): 440-450.
[4] Xie Jianhe, Huang Peiyan, Guo Yongchang, Liu Feng. Study on interfacial fatigue crack growth behavior of RC Beams Strengthened with prestressed FRP [J]. Engineering Mechanics, 2011,28 (07): 180-185 + 216.
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