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- W4282833897 endingPage "104769" @default.
- W4282833897 startingPage "104769" @default.
- W4282833897 abstract "This review summarizes dynamic increase factors (DIFs) obtained for the mechanical resistance of fiber-reinforced cement composites (FRCCs) under compression, tension, and shear at high strain rates. The effects of fiber type, fiber content, and matrix strength on the DIFs for the compressive, tensile and shear strength of FRCCs were analyzed. FRCCs generally exhibited higher DIFs under compression but lower DIFs under tension than those of normal concrete (NC) owing to fiber-bridging effects generating additional confining effects at high strain rates. However, the DIFs obtained for the tensile strength of FRCCs at strain rates greater than 300 s−1 were higher than those obtained for the compressive and shear strength of FRCCs. The highest DIFs for the compressive, tensile, and shear strength of FRCCs were 5.80, 3.43, and 1.75, respectively. This study proposes new equations for predicting DIFs for the compressive, tensile, and shear strength of FRCCs at high strain rates." @default.
- W4282833897 created "2022-06-15" @default.
- W4282833897 creator A5031243963 @default.
- W4282833897 creator A5049544796 @default.
- W4282833897 creator A5057495558 @default.
- W4282833897 creator A5085642594 @default.
- W4282833897 date "2022-09-01" @default.
- W4282833897 modified "2023-09-26" @default.
- W4282833897 title "Dynamic increase factors for fiber-reinforced cement composites: A review" @default.
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- W4282833897 doi "https://doi.org/10.1016/j.jobe.2022.104769" @default.
- W4282833897 hasPublicationYear "2022" @default.
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