Study on the Crack in Concrete Flange of Outer-Plated Steel-Concrete Continuous Composite Beams

Li Hua Chen; Qi Liang Jin; Haiyu Si

doi:10.4028/www.scientific.net/AMM.166-169.1023

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Study on the Crack in Concrete Flange of...

Study on the Crack in Concrete Flange of Outer-Plated Steel-Concrete Continuous Composite Beams

Abstract:

Static load tests were conducted on two reversed-loading simply supported and two continuous outer-plated steel-concrete composite beams to study the formation and development of cracks in such beams under negative bending moment. The test results show that based on the plane section assumption, it is an effective and economical method to calculate the cracking moment of the composite beams assuming a rectangular stress block for concrete in tension zone. Considering the structural features of outer-plated steel-concrete composite beams, the formula for calculating crack width of concrete flange of outer-plated steel-concrete composite beams is discussed and presented, and the calculated values of crack width agree well with the experimental results.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1023-1028

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1023

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Online since:

May 2012

Authors:

Li Hua Chen, Qi Liang Jin, Haiyu Si

Keywords:

Continuous Beam, Crack Width, Cracking Moment, Steel-Concrete Composite Beam

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References

[1] L.H. Chen: Experimental Investigation on the New-type Outer-plated Steel-concrete Continuous Composite Beams and Joints [D]. Nanjing, 2006 (in Chinese).

Google Scholar

[2] J.G. Nie, M.H. Zhang: Journal of Qinghua University, 1997, 37(6):95-99(in Chinese).

Google Scholar

[3] J.G. Nie, J.SH. Fan, T. Wang: China Civil Engineering Journal, 2002, 35(1):15-20(in Chinese).

Google Scholar

[4] G.P. Zhao:The Crack Control of reinforced concrete structure[M].Ocean Press,1991(in Chinese).

Google Scholar

[5] GB50010-2010.Code for Design of Concrete Structures[S].Beijing, 2010(in Chinese).

Google Scholar

[6] Q.J. Zhou, W.SH. Jiang, T.H Pan: The Design and Construction manual of Steel-concrete Composite Structure [M]. Beijing: China Architecture & Building Press, 1991(in Chinese).

Google Scholar

[7] DL/T 5085-1999.Code for Design of Steel-concrete Composite Structure[S].1999(in Chinese).

Google Scholar