Finite Element Analysis on Crack Resistance Behavior of the Abnormal Joint of SRC Column and RC Beam

Jia Ning Zhu; Ke Jia Yang; Xiao Wen Li; Rui Wen Li

doi:10.4028/www.scientific.net/AMM.351-352.61

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The Influence of Initial Guy Cable Prestress on Single-Mast Guyed Towers Mechanical Properties
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Finite Element Analysis on Crack Resistance...

Finite Element Analysis on Crack Resistance Behavior of the Abnormal Joint of SRC Column and RC Beam

Abstract:

Based on the test of abnormal exterior joints of Steel Reinforced Concrete (SRC) column and Reinforced Concrete (RC) beam, the paper analyzed the influence on crack resistance behavior by ABAQUS, of the eccentricity of column section, the steel ratio of the joints zone, the concrete strength and the axial compression ratio and so on. The study indicates that the anti-crack capacity of the joints mainly depends on “the minor joint zone”. Based on the computing unit of minor joint core zone, the calculating formula of anti-crack capacity of the joints is deduced.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

61-66

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.61

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Online since:

August 2013

Authors:

Jia Ning Zhu, Ke Jia Yang, Xiao Wen Li, Rui Wen Li

Keywords:

Abnormal Exterior Joint, Calculating Formula, Crack Resistance, Finite Element Analysis (FEA)

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References

[1] Hongtie Zhao: Steel-Concrete Composite Structures, Beijing Science Press, 2001. In Chinese.

Google Scholar

[2] Wennang Cheng, Zhongxue Gao: Experimental Study of Frame Joints with Steel Reinforced Concrete Column [J]. Journal of Building Structures. 2002, 23(2). In Chinese.

Google Scholar

[3] Haixia Zhang, Lianguang Wang: Crack resistance behavior of the joint of HSRC column and HRC beam under low reversed cyclic horizontal loading [J]. Journal of Shenyang Archit Civil Eng Univ. 2003, 19(3). In Chinese.

Google Scholar

[4] Yang Xiaoli, Bai Guoliang. Finite Element Analysis and Experimental Study on Steel Reinforced Concrete Abnormal Exterior Joint. [D]. Xi'an University of Architecture and Technology, (2010).

Google Scholar

[5] ABAQUS/PRE. Users' manual. Hibbit, Karlsson and Sorensen Inc.; (1997).

Google Scholar

[6] JGJ138-2001. Technical specification for steel reinforced concrete composite structures [S]. Beijing: China Architecture and Building Press, (2002).

Google Scholar

[7] Guoliang Bai, Jianing Zhu, Hongxing Li: The anti-crack calculation on abnormal joint of reinforced concrete frame [J]. World Information on Earthquake Engineering, 2003, 19(3). In Chinese.

Google Scholar

[8] Xunfang Sun, Xiaoshu Fang, Laitai Guan: Mechanics of Materials. Higher Education Press, 2002. In Chinese.

Google Scholar