Stress Intensity Analysis of GFRP Bridge Deck Structure

Kun Ning Zhu; Shui Wan

doi:10.4028/www.scientific.net/AMM.105-107.1197

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 105-107Stress Intensity Analysis of GFRP Bridge Deck...

Stress Intensity Analysis of GFRP Bridge Deck Structure

Abstract:

The finite element model is built by ANSYS, and the distribution of stress is studied. The stress intensity of each layer is computed by Tsai-Wu stress intensity standard. The value computed by Tsai-Wu stress intensity standard under given loads are smaller than 1, and the GFRP bridge deck is in a safe state. The first ply failure is also studied, and the result shows that the first ply failure value is determined by the webs when the webs are very thin. Other circumstances the value is determined by the size of the top and bottom plate. The material utilization is the highest when the thickness of the bottom is equal to the whole webs and a little thinner than the top plate.

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Periodical:

Applied Mechanics and Materials (Volumes 105-107)

Pages:

1197-1202

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.105-107.1197

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Online since:

September 2011

Authors:

Kun Ning Zhu, Shui Wan

Keywords:

Bridge Deck, Finite Element, Glass Fiber Reinforced Polymer (GFRP), Stress Intensity

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References

[1] S. Wan, H. Hu and R.X. Zhou: Journal of Nanjing University of Science and Technology, Vol. 29 (2005) No.1, p.17(In Chinese).

Google Scholar

[2] H.X. Fu, Y.D. Xue and W.X. Li: Fiber Reinforced Plastics/Composite, (2003) No.6, p.45 (In Chinese).

Google Scholar

[3] C.E. Bakis: Journal of Composites for Construction, Vol. 6 (2002) No.2, p.73.

Google Scholar

[4] K.N. Zhu, S. Wan and Y.Q. Liu: Engineering Mechanics, Vol. 27(2010) No.s1, p.240(In Chinese).

Google Scholar

[5] D.Z. Wo, S.Y. Li and X.Y. Wang: Encyclopedia of Composites (Chemical Industry Press, China 2000), p.474(In Chinese).

Google Scholar

[6] Y.L. Zhang: Manufacture of Advanced Composites (China Machine Press, China 2003), p.20(In Chinese).

Google Scholar

[7] G.L. Shen and G.K. Hu: Mechanics of Composite Materials (Tsinghua University Press, China 2006), p.62(In Chinese).

Google Scholar

[8] Y.X. Wang : Design of Composite Structure (Chemical Industry Press, China 2001), p.43(In Chinese).

Google Scholar

[9] N. Chang, W. Yang, W. Wang and M.Y. Zhao: Journal of Mechanical Strength, Vol.30 (2008) No.1, p.148(In Chinese).

Google Scholar

[10] H.Y. Sheng and J.Q. Ye: Computer Methods in Applied Mechanics and Engineering, Vol. 191 (2002) No.37-38, p.4259.

Google Scholar