Study on the Influencing Factors of Deflection-Span Ratio under Standard Load in Prestressed Concrete Hollow Slab

Xiu Qin Cui; Bing Guo; Yan He

doi:10.4028/www.scientific.net/AMR.446-449.156

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Study on the Influencing Factors of...

Study on the Influencing Factors of Deflection-Span Ratio under Standard Load in Prestressed Concrete Hollow Slab

Abstract:

The numerical analysis method is applied to simulate the whole process of bending. Keeping the section dimensions and the types of loads constant in prestressed concrete hollow slab with mid-strength spiral-rib steel wire, strength of concrete, strength of steel bar, reinforcement ratio, span-depth ratio and stretching control stress are analyzed and compared. The influence of strength of concrete, strength of steel bar, reinforcement ratio, span-depth ratio and stretching control stress on deflection-span ratio under standard load of prestressed concrete hollow slab is discussed by numerical simulation.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

156-160

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.156

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Online since:

January 2012

Authors:

Xiu Qin Cui, Bing Guo, Yan He

Keywords:

Deflection-Span Ratio under Standard Load, Mid-Strength Spiral-Rib Steel Wire, Numerical Analysis, Prestressed Concrete Hollow Slab

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References

[1] Youlin Xu: Architectural Technology Vol.8 (2001), p.544～546, in Chinese.

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[2] Yaoke Qiao: Master Thesis in Zhengzhou University (2003), in Chinese.

Google Scholar

[3] Xiuqin Cui: Master Thesis in Zhengzhou University (2004), in Chinese.

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[4] Peiming Wu: Concrete structure (Wuhan University of Technology Press, wuhan 2003), in Chinese.

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[5] PRC Ministry of Construction: Code for design of concrete structures (GB50010-2002) (China Architecture & Building Press, Beijing 2004), in Chinese.

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