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- W2354860061 abstract "Through the three-point bending test on 50 specimens of steel fiber reinforced high strength concrete (SFHSC) with the size of 100 mm×100 mm×515 mm, the effect of the fiber volume fraction (ρf) upon the effective crack length (al) fracture toughness (KⅠc) and critical crack opening displacement (δc) of high strength concrete (HSC) was studied. The results show that the increment ratio of the KⅠc of SFHSC increases linearly with the increase of ρf. The critical crack tip opening displacement (δt) and the critical crack mouth opening displacement (δm) of SFHSC increase exponentially with the increase of ρf. The al is basically close to a stable value. Based on the test results, the formulae were established for calculating al, KⅠc and δc (δt and δm)." @default.
- W2354860061 created "2016-06-24" @default.
- W2354860061 creator A5049783684 @default.
- W2354860061 date "2007-01-01" @default.
- W2354860061 modified "2023-09-28" @default.
- W2354860061 title "FRACTURE CHARACTERISTICS OF STEEL FIBER REINFORCED HIGH STRENGTH CONCRETE UNDER THREE-POINT BENDING" @default.
- W2354860061 hasPublicationYear "2007" @default.
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