Research on Skeleton Curves of Steel-Concrete Composite Beams

Yang Bing Liu; Fang Chen; Jing Bo Liu

doi:10.4028/www.scientific.net/AMR.255-260.861

Paper Titles

Seismic Displacements Reduction for a Long-Span Cable-Stayed Bridge
p.840

Research on the Rigidity of Continuous Beam with Equal Span under the Temperature Load
p.846

Analysis of Parameter Sensitivity in Construction Control of Inclined Pylon Cable-Stayed Bridge without Backstays
p.851

Research on the Application of Horizontal Rotation Construction Method with Flat Hinge in Cable-Stayed Bridge Construction
p.856

Research on Skeleton Curves of Steel-Concrete Composite Beams
p.861

A Retrofitted Case Study of Orthotropic Steel Bridge Decks Strengthened with Sandwich Plate System
p.866

Construction Simulation of Long-Span Arch Rib Bridge
p.871

Chain-Styled Mechanism and Chain-Cutting Disaster Mitigation for Masonry Arch Bridge
p.876

Asymmetric Construction Technology of Partially Cable-Stayed Bridge with Single Tower and Single Cable Plane
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Research on Skeleton Curves of Steel-Concrete...

Research on Skeleton Curves of Steel-Concrete Composite Beams

Abstract:

In order to model the elasto-plastic behavior of steel-concrete beams in high-rise buildings correctly and conveniently, plastic hinge method is used. Based on experimental and theoretical research on composite beams, the trilinear moment-curvature skeleton curve of steel-concrete composite beams is amended by numerical simulation and theoretical analysis. And the 4 poly-line moment-curvature skeleton curve model is suggested for elasto-plastic analysis of steel-concrete composite beams. The elastic-plastic model is then used for real composite beams under monotonic load experimental analysis to verify its precision. The suggested model can lay a foundation for the dynamic analysis under strong earthquake for the globe steel-concrete composite structures.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

861-865

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.861

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Online since:

May 2011

Authors:

Yang Bing Liu, Fang Chen, Jing Bo Liu

Keywords:

Aseismic Analysis, Elasto-Plastic, Moment-Curvature, Skeleton Curves, Steel-Concrete Composite Beam

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References

[1] N. Jianguo. Composite Structures of Steel and Concrete: Theory and Practice. Beijing: Science Press, (2009).

Google Scholar

[2] N. Jianguo, Y. Zhouliang, etc. Research on Restoring Force Model of Composite Steel-Concrete Beams. J TsinghuaUniv(Sci&Tech), Vol. 39(1999), pp.121-123.

Google Scholar

[3] C. Ge. Experiments and Research on Steel-Concrete Composite Frames. Beijing: Tsinghua University, (2005).

Google Scholar

[4] J. Lizhong, Y. Zhiwu, etc. Research on Restoring Force Model of Steel-Concrete Composite Beams. Industrial Constrution, Vol. 37(2007), pp.85-87.

Google Scholar

[5] L. Jingbo, L. Yangbing. Seismic Behavior Analysis of Steel-Concrete Composite Frame Structure Systems. 14th World Conference on Earthquake Engineering, October 12-17, (2008), Beijing, China.

Google Scholar

[6] N. Jianguo, H Yuan. Nonlinear Model for Seismic Analysis of Steel-Concrete Composite Beam. J TsinghuaUniv(Sci&Tech), Vol. 49(2009), pp.329-332.

Google Scholar

[7] D K Kee, Composite Beam Element for Nonlinear Seismic Analysis of Steel Frames. Journal of Structural Engineering, Vol. 131(2005), pp.715-724.

DOI: 10.1061/(asce)0733-9445(2005)131:5(715)

Google Scholar

[8] I.M. Viest, J.P. Colaco, R. W. Griffis, et al. Composite Construction Design for Buildings, McGraw-Hill, New York, 1997.

Google Scholar

[9] GB50017-2003 Code for Design of Steel Structures.

Google Scholar

[10] X. Xuezhong, J. Lizhong, etc. Research of Restoring Force Model on Steel-Concrete Composite Continuous Beams. Journal of Building Structures, Vol. 27(2006), pp.83-89.

Google Scholar

[11] G. Zhiyi. Experiments and Theoretic Research on Flexural Behavior of Simple Supported Steel-Concrete Simplified Composite Beams. Xian: Xian University of Architecture and Technology, (2007).

Google Scholar