Experimental Research on Behavior of CFRP Circular Steel Tubular Confined Recycled Aggregate Concrete Columns under Axial Compression

Jiong Feng Liang; Ze Ping Yang; Ming Hua Hu

doi:10.4028/www.scientific.net/AMM.744-746.96

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Experimental Research on Behavior of CFRP Circular...

Experimental Research on Behavior of CFRP Circular Steel Tubular Confined Recycled Aggregate Concrete Columns under Axial Compression

Abstract:

In order to further promote the use of recycled aggregate concrete in practice, axial compression tests were carried out for 7 CFRP circular steel tubular confined recycled aggregate concrete columns. The influence of the replace rate of recycled aggregate concrete, the wrapping method on axial compression behavior of CFRP circular steel tubular confined recycled aggregate concrete columns were analyzed. Based on the results of the tests, with the replace rate of recycled aggregate concrete increasing, the specimens have an decreasing trend in the load bearing capacity. The whole CFRP wrapping circular steel tubular confined recycled aggregate concrete columns have higher load bearing capacity than the three stripe wrapping ones.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

96-99

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.96

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Online since:

March 2015

Authors:

Jiong Feng Liang*, Ze Ping Yang, Ming Hua Hu

Keywords:

Axial Compression, CFRP, Recycled Aggregate Concrete

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