期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 241, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.117997
关键词
Flax/glass fibre reinforced polymer; Dynamic compression; Strain rate effect; Dynamic increase factor; Confinement effectiveness
资金
- University of Auckland
- Tianjin University
- Jiangsu Key Laboratory of Engineering Mechanics at Southeast University [3205009304]
- Fundamental Research Funds for the Central Universities, Southeast University [3502009415]
- Programme of Chang Jiang Scholars of the Ministry of Education [3305001801A]
- Distinguished Young Scholars [51625803]
This research addresses the dynamic compressive properties of flax fibre reinforced polymer (FFRP) and glass fibre reinforced polymer (GFRP) confined concrete under impact loadings. The investigations were performed by conducting impact tests using a high-speed servo-hydraulic machine, with the impactinduced strain rates ranging from 0.2 s(-1) to 30 s(-1). Plain concrete (PC), FFRP-PC, and GFRP-PC specimens were tested. The influences of FRP confinement and strain rate on compressive strength, stress and strain time histories were studied. The failure processes of the specimens were analysed via evaluating the high-speed camera photographs. The empirical relationship between the corresponding dynamic increase factor (DIF) of compressive strength and strain rate for PC, FFRP-PC and GFRP-PC were proposed based on experimental data. Experimental results of FFRP-PC and GFRP-PC specimens were compared to assess the confinement effectiveness of the FRP. (C) 2020 Elsevier Ltd. All rights reserved.
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