Experimental Research on Behavior of Axially Square CFRP Steel Tubular Confined Recycled Aggregate Concrete Long Columns

Jiong Feng Liang; Ping Hua Yi; Jian Bao Wang

doi:10.4028/www.scientific.net/AMM.744-746.93

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

Experimental Research on Behavior of Axially Square CFRP Steel Tubular Confined Recycled Aggregate Concrete Long Columns

Abstract:

Seven axially square CFRP steel tubular confined recycled aggregate concrete long columns were experimentally investigated to study their static behavior. The influence of the slenderness ratio, recycled coarse aggregate replacement ratio, layers of CFRP jackets effect on the performance of axial compression. The test results show that the higher the recycled coarse aggregate content and the slenderness ratio, the greater the specimen ultimate bearing capacity is smaller, and the more the layers of CFRP jackets, the greater the specimen ultimate bearing capacity.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

93-95

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.93

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Online since:

March 2015

Authors:

Jiong Feng Liang*, Ping Hua Yi, Jian Bao Wang

Keywords:

Behavior, Long Columns, Recycled Aggregate Concrete

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