Impact resistance of large-rupture-strain FRP-confined concrete

Yu-Lei Bai, Z.W. Wan, Jian-Guo Dai, Q. Han, X.L. Du

Research output: Unpublished conference presentation (presented paper, abstract, poster)AbstractAcademic research

Abstract

To study the impact resistance of concrete confined with FRP jackets of large deformation, 32 concrete cylinders wrapped with AFRP, PEN and PET FRP composites were prepared and tested using the large-capacity drop-hammer equipment. The time history responses of the impact force were attained and analyzed. The experimental results revealed that the concrete confined by PEN and PET FRPs, which hold a large-rupture-strain (LRS) capacity, achieved superior impact resistance than that confined with AFRP in terms of the peak impact force. The increase of the jacket stiffness led to a significantly increase impact resistance of FRP-confined concrete.
Original languageEnglish
Publication statusPublished - 2018
EventICCE-26, 26th Annual International Conference on Composites/Nano Engineering - Paris, France
Duration: 15 Jul 201821 Jul 2018

Conference

ConferenceICCE-26, 26th Annual International Conference on Composites/Nano Engineering
Country/TerritoryFrance
CityParis
Period15/07/1821/07/18

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