Finite Analysis on Performance of Joint between Gangue Concrete Filled Steel Tubular Column with through Rebar and Gangue Concrete Beam under the Monotonic Loading

Abstract:

In order to study the performance of the joint between gangue concrete filled steel tubular column with through rebar and gangue concrete beam under the monotonic loading, element analysis model, which is taken into consideration the material nonlinearity, the geometrical nonlinearity and the contact nonlinearity, is established by finite element analysis software ABAQUS. The results show the force transferring mechanism, the stress distribution, the failure model and the load-displacement curve of the joint under the monotonic loading. It indicates in this paper that the joint between gangue concrete filled steel tubular column with through rebar and gangue concrete beam has such numerous advantages as high bearing capacity, large stiffness and good performance. Meanwhile, the paper provides the calculation evidences to analyze the composite construction of gangue concrete filled steel tubular column and the results can be used to make the analysis on the practical structures.

• Periodical: Applied Mechanics and Materials (Volumes 204-208)
• Pages: 3724-3730
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.204-208.3724
• Online since: October 2012
• Authors: Guo Chang Li, Chen Fang, Hong Ping Yu
• Keywords: Finite Element Analysis (FEA), Gangue Concrete Beam, Gangue Concrete Filled Steel Tubular Column, Performance under the Monotonic Loading

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