Experimental Study on the Loaded Property of Waste Fiber Recycled Concrete Beam-Column Joints

Jing Hai Zhou; Yun Cong Shu; Shu Jun Bai

doi:10.4028/www.scientific.net/AMM.727-728.69

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 727-728Experimental Study on the Loaded Property of Waste...

Experimental Study on the Loaded Property 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-column joints on the ultimate bearing capacity of the core area. Experimental research shows that when the dosage of recycled aggregates is 50% , waste fiber content is 0.12%, waste fiber length is 19 mm, the node ultimate bearing core area best performance.

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Periodical:

Applied Mechanics and Materials (Volumes 727-728)

Pages:

69-72

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.727-728.69

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Online since:

January 2015

Authors:

Jing Hai Zhou*, Yun Cong Shu, Shu Jun Bai

Keywords:

Bearing Capacity of the Core Area, Monotonic Loading, Recycled Concrete, Waste Fiber

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