Analysis of Light Gauge Steel Truss Girder-Profiled Steel-Light Concrete Composite Floor with Different Screw Distributions

Yuan Zhang Yang; Zhi Jun Wang; Wei Chao Kong

doi:10.4028/www.scientific.net/AMM.454.163

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 454Analysis of Light Gauge Steel Truss...

Analysis of Light Gauge Steel Truss Girder-Profiled Steel-Light Concrete Composite Floor with Different Screw Distributions

Abstract:

This paper describes the important influence of screw connection between profiled steel sheets and the light gauge steel truss girders on the mechanical performance of the light gauge steel truss girder-profiled steel-light concrete composite floor. The ABAQUS finite element model is built to simulate the bending performance of the composite floor. The feasibility of FE model is examined based on the experiment data. By changing the screw distribution of the model, this paper analyzes the relation between the mechanical performance and screw distributions of the composite floor.

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Periodical:

Applied Mechanics and Materials (Volume 454)

Pages:

163-168

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.454.163

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Online since:

October 2013

Authors:

Yuan Zhang Yang, Zhi Jun Wang, Wei Chao Kong

Keywords:

Composite Floor, Finite Element Analysis (FEA), Mechanical Performance, Screw Distribution

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References

[1] Kong WC. Experimental Research of Light Gauge Steel Truss Girder-Profiled Steel-Light Concrete Composite Floor. Master of Engineering thesis, Chongqing University, China( 2013). [in Chinese].

DOI: 10.4028/www.scientific.net/amm.454.163

Google Scholar

[2] Jia ZW. Mechanical Performance Research on Cold Formed Steel-Concrete Composite Floor. Master of Engineering thesis, Chang'an University(2010)[in Chinese].

Google Scholar

[3] Qin. YF, GJ. Sun&QL. Zhang. Experimental Research of Mechanical Performance of Cold Formed Steel Residence Slabs and Connections. The Sixth National Modern Structural Engineering Academy Conference Proceeding. 2006-07-1 [in Chinese].

Google Scholar

[4] Zhao PJ , Study on the Properties of the Light-gauge Steel truss beam with Z shaped clips and composite floor. Master of Engineering thesis, Chongqing University, China( 2011). [in Chinese].

Google Scholar

[5] Code for Design of Concrete Structures GB50010-2010, Housing and Urban-Rural Development Department of People's Republic of China, Beijing, China(2011).

Google Scholar