Calculation on Crack Resistance of Reinforced Concrete Exterior Joints with Special-Shaped Columns

Fu Lai Qu; Yu Zhu Bai; Pei Yuan Tian; Lu Yang Qi

doi:10.4028/www.scientific.net/AMM.438-439.510

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Calculation on Crack Resistance of Reinforced...

Calculation on Crack Resistance of Reinforced Concrete Exterior Joints with Special-Shaped Columns

Abstract:

According to the mechanical analysis of reinforced concrete (RC) joint with special-shaped column, the formula of crack resistance considering the effect of flange length was derived on the basis of the elasticity theory, and the expressions for calculating the frame joint core effective height and width were presented. Furthermore, four RC joints with special-shaped columns were tested under low cyclic loading to investigate the mechanical behavior. At last, the calculated results predicated by the proposed formula are compared with that by experiments, and indicate that the expression has good applicability.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

510-513

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.510

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Online since:

October 2013

Authors:

Fu Lai Qu, Yu Zhu Bai, Pei Yuan Tian, Lu Yang Qi

Keywords:

Crack Resistance, Effective Width, Flange, Frame Joints, Special-Shaped Column

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References

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