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Original scientific paper

https://doi.org/10.14256/JCE.2046.2017

Comparison of GFRP and CFRP confinement of normal and high strength concrete

Muhammad Rameez Sohail
Naveed Ahmad
Muhammad Usman Rashid
Rana Waqas
Usman Muhammad


Full text: english pdf 495 Kb

page 475-484

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Full text: croatian pdf 509 Kb

page 475-484

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Abstract

An experimental and analytical study was conducted to quantify the increase in strength and ductility of GFRP and CFRP confined concrete cylinders made of normal strength concrete and high strength concrete. The test data are also compared with theoretical predictions from three North American and European FRP design guidelines. The test results show that the effectiveness of both GFRP and CFRP is more pronounced in normal strength concrete compared to high strength concrete.

Keywords

confinement of concrete; carbon fibres; glass fibres; longitudinal strain; volumetric strain; energy absorption

Hrčak ID:

241278

URI

https://hrcak.srce.hr/241278

Publication date:

13.7.2020.

Article data in other languages: croatian

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