Finite element analysis on crack resistance behavior of the abnormal joint of SRC column and RC beam

Zhu Jianing; Li Xiaowen; Yang Kejia

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Finite element analysis on crack resistance behavior of the abnormal joint of SRC column and RC beam

Zhu Jianing * #,Li Xiaowen,Yang Kejia

College of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055

*Correspondence author

#Submitted by

Subject:

Funding: Specialized Research Fund for the Doctoral Program of Higher Education（No.20106120120002）, Shaanxi Natural Science Foundation （No.2011JM7003）

Opened online:13 March 2014

Accepted by: none

Citation: Zhu Jianing,Li Xiaowen,Yang Kejia.Finite element analysis on crack resistance behavior of the abnormal joint of SRC column and RC beam[OL]. [13 March 2014] http://en.paper.edu.cn/en_releasepaper/content/4589152

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.

Keywords:Abnormal exterior joint；Finite element analysis; Crack resistance；Calculating formula

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