The Contrastive Analysis of Bending Strength Computing Methods of Concrete Filled Steel Tube Member

Kun Peng Gao; Yang Li; Bing Hui Chen; Lu Lu Qi

doi:10.4028/www.scientific.net/AMM.644-650.650

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 644-650The Contrastive Analysis of Bending Strength...

The Contrastive Analysis of Bending Strength Computing Methods of Concrete Filled Steel Tube Member

Abstract:

Three bending strength computing methods of concrete filled steel tube are introduced, including empirical formula method, whole section yield method and simplify numerical method. There are some difference on their computing results. To verify their difference, single factor analysis method is used. The single factor include the thickness of steel tube, the strength of concrete and the strength of steel. The revised results of ABAQUS are used as a benchmark. The analysis include two aspects, one from the changing trends of ABAQUS’ results and the three method’ results when only one factor is increasing, the other from the magnitude of relative error between the results of ABAQUS and the results of every method. Finally, the scope of every method is obtained.

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Periodical:

Applied Mechanics and Materials (Volumes 644-650)

Pages:

650-658

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.644-650.650

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Online since:

September 2014

Authors:

Kun Peng Gao*, Yang Li, Bing Hui Chen, Lu Lu Qi

Keywords:

ABAQUS, Concrete Filled Steel Tube, Strength of Bending, Strength of Concrete, Strength of Steel, Thickness of Steel

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References

[1] Cai Shaohuai. Modern Steel Tube Confined Concrete Structures[M]. Revised Edition. Beijing: China Communications Press, (2007).

Google Scholar

[2] M. Elchalakani. Journal of Constructional Steel Research, 57 (2001): 1141–1168.

Google Scholar

[3] Alaa S. Malaikah. Universiti Putra Malaysia Press, 2005, 13(1): 87-96.

Google Scholar

[4] Guo Zhenhai. Principle of reinforced concrete[M]. Beijing: Tsinghua University Press, (1999).

Google Scholar

[5] Ministry of Housing and Urban-Rural Development of the China. GB 500010-2010 Code for design of concrete structures[S]. Beijing: China Architecture and Building Press, (2011).

Google Scholar

[6] Han Linhai. The Structure of Concrete Filled Steel Tube-Theory and Practice [M]. 2th ed. Beijing: Science Press, (2007).

Google Scholar

[7] Zhuang Zhuo. Finite Element Analysis and Application Based on ABAQUS[M]. Beijing: Tsinghua University Press, (2009).

Google Scholar

[8] Ministry of Construction of the People's Republic of China. GB 50017-2003 Code for design of steel structures[S]. Beijing: China Planning Press, (2003).

Google Scholar

[9] Zhang Zhanting, Liu Yufeng. Building Structure, 2011, 41(S2): 229-231.

Google Scholar

[10] Zhang Jin, Wang Qingyang, Hu shouying. Building Structure, 2008, 38(8): 127-130.

Google Scholar

[11] Baltay P, Gjelsvik A. Journal of Structural Engineering, 1999, 125(5): 477-484.

Google Scholar