ANSYS-Based Study in the New Composite Beam for Effective Flange Width

Meng Zhou Lv; Han Chen Guo; Feng Tian

doi:10.4028/www.scientific.net/AMM.578-579.839

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579ANSYS-Based Study in the New Composite Beam for...

ANSYS-Based Study in the New Composite Beam for Effective Flange Width

Abstract:

Effective flange width’s value of U-section steel-encased concrete composite beam was studied by ANSYS. Based on the static equivalent principle, the general rules of effective flange width changed with load are summarized by finite element analysis and considering the effect of 4 factors: width-span ratio, loading form, concrete thickness, and material strength including concrete strength and steel strength. The analysis results show that wide-span ratio and load form has a greater impact on the effective flange width; concrete thickness and material strength’s effects can be negligible.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

839-845

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.839

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Online since:

July 2014

Authors:

Meng Zhou Lv*, Han Chen Guo, Feng Tian

Keywords:

Effective Flange Width, Finite Element Analysis (FEA), U-Section Steel-Encased Concrete Composite Beam

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References

[1] NIE Jianguo, TIAN Chunyu. Effective width and rigidity of steel-concrete composite beam [A]. The Eighth International Symposium on Structural Engineering for Young Expert [C]. Beijing: Science Press, 2004: 64-71.

Google Scholar

[2] Tian Chunyu, NIE Jianguo: submitted to Journal of Tsinghua University (2004).

Google Scholar

[3] Ou Yangming. Study on Effective Width of Steel-Concrete Composite Beam Flange[D]. Xi'an. Chang'an University, (2007).

Google Scholar

[4] ZONG Zhouhong, WEI Chaowen, CHENG Haode, LIN Yudong: submitted to Building Structure (2003).

Google Scholar

[5] ZHAO Qianqian, ZHOU Xuejun, Zhang Ting, ZHANG Yuanzhi: submitted to Building Structure (2011).

Google Scholar

[6] WANG Wei, LIANG Li, ZHANG Daoming: submitted to Low Temperature Architecture Technology (2006).

Google Scholar

[7] Ollgaard JG, Slutter RG & Fisher JW. Shear strength of stud connectors in light weight and normal weight concrete [J]. Engineering Journal(AISC), 1971, 8(2): 55-64.

Google Scholar

[8] BAO Beibei, CHEN Zhonghan, CHEN Derong: submitted to Journal of University of Science and Technology of Suzhou (2008).

Google Scholar