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- W4383743886 abstract "The present study evaluates the effect of basalt fiber reinforcement on the fracture properties of polymer concrete (PC) after exposure to different temperatures. First, 1, 2, 3, 4, and 5 wt% basalt fiber are introduced to the nanoclay reinforced PC. Three-point bending tests are conducted on the cracked semi-circular bending (SCB) specimens to determine the fracture toughness and fracture energy of mode I and mode II, as well as the optimum weight content of the fibers. The addition of basalt fibers improves KIc, KIIc, GIf, and GIIf by 55.8%, 90.2% 28.5%, and 486.6%, respectively. Then, the influences of exposure to the temperatures of 24, 40, 60, 80, 100, 120, and 140 °C on the fracture parameters of both unreinforced and basalt fiber reinforced PCs are studied. The load-displacement curves of both unreinforced and fiber reinforced PCs confirm the brittle fractures, before and after subjecting to high temperatures. Finally, the relationships between KIIc and KIc, and between GIIf and GIf after exposure to high temperatures are mathematically modeled. Field emission scanning electron microscopy (FESEM) study is conducted to investigate the fracture surface of the fiber reinforced PC. The presented results will be useful in the design and optimization of the PCs exposed to high temperatures." @default.
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- W4383743886 date "2023-10-01" @default.
- W4383743886 modified "2023-10-18" @default.
- W4383743886 title "Effect of basalt fibers on fracture properties of nanoclay reinforced polymer concrete after exposure to elevated temperatures" @default.
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- W4383743886 doi "https://doi.org/10.1016/j.jobe.2023.107329" @default.
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