Research on Peak Stress of CFRP Confined Concrete Columns under 2 Times Compression

Wei Hua Ma

doi:10.4028/www.scientific.net/AMR.446-449.802

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Research on Peak Stress of CFRP Confined Concrete...

Research on Peak Stress of CFRP Confined Concrete Columns under 2 Times Compression

Abstract:

Three series compressive tests of concrete columns, CFRP constraint concrete columns and CFRP constraint concrete columns under compression are carried out to study the influence of initial stresses on strengthening effect. Through comparing the data of experiments, initial stresses’ influence on stress peak of 2 times compressive specimens is analyzed and the calculating formula of peak stress is proposed considering the pre-compression ratio, aiming at providing experimental dependences for strengthening design.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

802-806

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.802

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Online since:

January 2012

Authors:

Wei Hua Ma

Keywords:

Carbon Fiber Reinforced Polymer/Plastic (CFRP), Constraint Concrete, Secondary Load, Stress

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References

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