Influence of Reinforcement Ratio to the Ductile Property in Prestressed Concrete Hollow Slab

Dong Han; Xiu Qin Cui; Rong Wu; Shi Ge Lv

doi:10.4028/www.scientific.net/AMR.671-674.693

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Influence of Reinforcement Ratio to the Ductile...

Influence of Reinforcement Ratio to the Ductile Property 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 reinforcement ratio to the ductile property in prestressed concrete hollow slab is discussed by numerical simulation.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

693-696

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.693

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Online since:

March 2013

Authors:

Dong Han, Xiu Qin Cui, Rong Wu, Shi Ge Lv

Keywords:

Ductile Property, Mid-Strength Spiral-Rib Steel Wire, Numerical Analysis, Prestressed Concrete Hollow Slab, Reinforcement Ratio

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References

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

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

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