Study on Experimental Behavior of Concrete Circular Column Confined by HFRP under Axial Compression

Shun De Xu; Li Juan Li; Yong Chang Guo

doi:10.4028/www.scientific.net/AMR.450-451.491

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 450-451Study on Experimental Behavior of Concrete...

Study on Experimental Behavior of Concrete Circular Column Confined by HFRP under Axial Compression

Abstract:

A loading comparison experimental study on concrete circular columns confined by hybrid fiber sheets of carbon FRP sheet, basalt FRP sheet, and glass FRP sheet is carried out to analyze their failure feature, bearing capacity, ductility and economy. Test results show that HFRP can increase the ductility of column and deduce the price on the precondition of having enough bearing capacity.

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Periodical:

Advanced Materials Research (Volumes 450-451)

Pages:

491-494

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.450-451.491

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Online since:

January 2012

Authors:

Shun De Xu, Li Juan Li, Yong Chang Guo

Keywords:

Axial Behavior, Concrete Circular Column, HFRP

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References

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