The Anti-Shear Capacity of Abnormal Joint of Steel Reinforced Concrete

The paper presents an test and computational results of finite element studies on the behavior and capacity of abnormal exterior joints of Steel Reinforced Concrete (SRC) column and Reinforced Concrete (RC) beam. The critical parameters influencing Anti-Shear Capacity are analyzed by ABAQUS, such as...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 357-360; pp. 863 - 868
Main Authors Li, Rui Wen, Zhu, Jia Ning, Yang, Ke Jia, Li, Xiao Wen
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 08.08.2013
Subjects
Steel Reinforced Concrete Column
Minor Core
Anti-Shear Capacity
Abnormal Exterior Joints
Reinforced Concrete (RC) Beam
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Summary:The paper presents an test and computational results of finite element studies on the behavior and capacity of abnormal exterior joints of Steel Reinforced Concrete (SRC) column and Reinforced Concrete (RC) beam. The critical parameters influencing Anti-Shear Capacity are analyzed by ABAQUS, such as the eccentricity of column section, the steel ratio of the joint core zone, the concrete strength and the axial compression ratio and so on. As a result, the Anti-Shear capacity of the joints mainly depends on “the minor joint zone”. The calculating formula of Anti-Shear capacity of the joints, with the computing unit of minor joint core zone, is deduces.
Bibliography:Selected, peer reviewed papers from the 2013 International Conference on Civil, Architecture and Building Materials, (3rd CEABM 2013), May 24-26, 2013, Jinan, China
ISBN:3037857765
9783037857762
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.357-360.863