Study on Moment-Curvature Hysteretic Model of Steel-Concrete Composite Box Beam

Chen Bei Jiao; Li Zhong Jiang; Zhi Huang

doi:10.4028/www.scientific.net/AMR.941-944.723

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 941-944Study on Moment-Curvature Hysteretic Model of...

Study on Moment-Curvature Hysteretic Model of Steel-Concrete Composite Box Beam

Abstract:

In this paper, by the finite element analysis software-ABAQUS, nonlinear analysis models of steel concrete composite beams under vertical low-cycle repeated load were simulated. The influence of seismic performance parameters, such as degree of shear connection, the ratio of height to thickness of the web were studied, and these parameters’ appropriate range were advised. According to the finite element analysis and test results, formulas of positive and reverse stiffness degradation, a trilinear model for moment-curvature hysteretic performance of simply-supported steel concrete composite beam were proposed.

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Periodical:

Advanced Materials Research (Volumes 941-944)

Pages:

723-729

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.941-944.723

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Online since:

June 2014

Authors:

Chen Bei Jiao*, Li Zhong Jiang, Zhi Huang

Keywords:

Finite Element Analysis (FEA), Moment-Curvature Hysteretic Model, Steel-Concrete Composite Box Beam

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References

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