Nonlinear Numerical Analysis of SRC Frame End Joint

Jie Kong; Yun Zou; Cheng Li; Zhi Wei Wan

doi:10.4028/www.scientific.net/AMR.753-755.1151

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 753-755Nonlinear Numerical Analysis of SRC Frame End...

Nonlinear Numerical Analysis of SRC Frame End Joint

Abstract:

Nonlinear numerical analysis for the stress performance of RC beam - SRC column and SRC beam - SRC column frame end joints are processed in this paper with the finite element software of ABAQUS. Compared with experimental results, simulation results are found to be reasonable. In order to study the influence of steel bone content on the frame node, two kinds of frame joints are contrastively analyzed under monotonic loading and cyclic loading. The load-displacement curves and hysteretic curves show that with the steel ratio increases, the ultimate bearing capacity improves and the seismic performance becomes better.

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Periodical:

Advanced Materials Research (Volumes 753-755)

Pages:

1151-1155

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.753-755.1151

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Online since:

August 2013

Authors:

Jie Kong, Yun Zou, Cheng Li, Zhi Wei Wan

Keywords:

End Joint, Finite Element Analysis (FEA), Hysteretic Performance, Steel Bone Content

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