Chinese Norms and European Norms about the Beams without Stirrups Contrast Shear Capacity

Yao  Yao Li; Dong Hua Zhou

doi:10.4028/www.scientific.net/AMR.1065-1069.1042

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Chinese Norms and European Norms about the Beams...

Chinese Norms and European Norms about the Beams without Stirrups Contrast Shear Capacity

Abstract:

This article briefly analyzes the European norms EN 1992-1-1 design of concrete provisions , oblique shear capacity force section of concrete beams without stirrups calculation method, the factors affecting beams without stirrups carrying capacity, such as longitudinal reinforcement ratio, shear span ratio , concrete strength , compared to the Central European norms consider different ways . Through comparative analysis, some differences between China and the EU to get concrete oblique section design methods , but also pointed out the Chinese norms factors longitudinal reinforcement ratio is not considered.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1042-1045

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1042

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Online since:

December 2014

Authors:

Yao Yao Li, Dong Hua Zhou*

Keywords:

Beam, Longitudinal Reinforcement Ratio, Shear Carrying Capacity, Shear Span Ratio

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* - Corresponding Author

References

[1] GB50010-2010, Chinese concrete structure design code.

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[2] EN 1992-1-1, Eurocode 2: Design of Concrete Structures.

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[3] Jinxin Gong, Weiwei Wei, Shangchuan Zhao, in: The basic theory and application of Modern concrete structure, edtied by Suolin Gong, China build industry press(2009).

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