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Research on Numerical Simulation of Crack Propagation Behaviors in Frp Strengthened Concrete Members

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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 LIU

ABSTRACT

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 system

CITE 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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