Study on Beam-End Carrying Capacity of Waste Fiber Recycled Concrete Beam-Column Joints

Jing Hai Zhou; Shu Jun Bai; Chen Bian

doi:10.4028/www.scientific.net/AMM.513-517.16

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 513-517Study on Beam-End Carrying Capacity of Waste Fiber...

Study on Beam-End Carrying Capacity of Waste Fiber Recycled Concrete Beam-Column Joints

Abstract:

Considering the actual factors such as axial compression ratio, constraint conditions and so on, We design 10 beam-column joints of different parameters under the condition of the same reinforcement ratio and use the monotonic loading type to study the influences of dosage of recycled aggregates and waste fibers, waste fiber length on beam-ends load-displacement relationships of beam-column nodes. Experimental research shows that when the dosage of recycled aggregates is 50% , waste fiber content is 0.12%, waste fiber length is 19 mm, beam-end bearing behaviour of node area is best.

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Periodical:

Applied Mechanics and Materials (Volumes 513-517)

Pages:

16-19

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.513-517.16

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Online since:

February 2014

Authors:

Jing Hai Zhou*, Shu Jun Bai, Chen Bian

Keywords:

Beam-End Bearing Behaviour, Monotonic Loading, Recycled Concrete, Waste Fiber

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* - Corresponding Author

References

[1] Xiao Jianzhuang. Recycled Concrete [M]. Beijing: China building industry press, 2008: 2-5.

Google Scholar

[2] Xiao Kaitao. Properties and modification of Recycled Concrete research [D]. Wuhan: wuhan university of technology, (2004).

Google Scholar

[3] JGJ 55-2000, The mix proportion design of ordinary concrete procedures[S]. Beijing: China building industry press, (2001).

Google Scholar

[4] Xia Qin. Seismic performance experimental study on Recycled Concrete flexural members [D]. Hefei university of technology, (2009).

Google Scholar

[5] Chen Deyu, Liu Huan, Lu Zhongyuan. Polypropylene fiber content on the properties of Recycled Concrete influence [J]. Concrete, 2009, (10) : 3-5.

Google Scholar

[6] Wang Jingyuan. Antisymmetric Bo Gang concrete beam-column joints under static load performance testing research [D]. Heilongjiang province, Harbin industrial university, (2012).

Google Scholar

[7] Hong Dongpo, Du Chunhao. Bearing capacity of reinforced concrete beam-column joints [J]. Concrete, 2011, (10): 2-4.

Google Scholar