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Interface Shear Stress of Concrete Beams Strengthened with FRP in Salt Water
Based on existing methods and results of other research, the bond-slip relationship model is given and the distrubition of shear stress of concrete beam strengthened by FRP in salt water is derived. Through a specific example to analyze the distribution of interfacial shear stress, and the different effects caused by different aggressive environment on the interfacial properties. The results show that: 1) Interfacial shear stress will sharply reduce with increasing distance from the end; 2) Different environments have different effects on the interface properties of FRP strengthened beams. Salt water erosion influnce the interfacial properties of FRP strengthened beams significantly.
Interface Shear Stress of Concrete Beams Strengthened with FRP in Salt Water
Based on existing methods and results of other research, the bond-slip relationship model is given and the distrubition of shear stress of concrete beam strengthened by FRP in salt water is derived. Through a specific example to analyze the distribution of interfacial shear stress, and the different effects caused by different aggressive environment on the interfacial properties. The results show that: 1) Interfacial shear stress will sharply reduce with increasing distance from the end; 2) Different environments have different effects on the interface properties of FRP strengthened beams. Salt water erosion influnce the interfacial properties of FRP strengthened beams significantly.
Interface Shear Stress of Concrete Beams Strengthened with FRP in Salt Water
Zhao, Chen (Autor:in) / Huang, Pei-yan (Autor:in) / Chen, Zhong-Song (Autor:in)
2012
4 Seiten
Aufsatz (Konferenz)
Englisch
Interface Shear Stress of Concrete Beams Strengthened with FRP in Salt Water
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