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- W2043247925 abstract "Based on uniaxial tensile test, the complete uniaxal tensile stress-strain curve of Reactive Powder Concrete (the steel fiber content by volume is V f =1%, 2%) was obtained, and the fracture energy of RPC specimens with cross-section of 100mm by 100mm was calculated. The test was finished through Universal Testing Machine without any stiffness-strengthen devices. In order to solve the stress concentration problem, a self-designed uniaxial tensile test equipment was developed, and a dumbbell-shaped specimen was used in the test. The results indicate that the fracture energy of RPC increased as well as the increasing of V f ." @default.
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- W2043247925 date "2011-08-01" @default.
- W2043247925 modified "2023-09-27" @default.
- W2043247925 title "Fracture Energy of Reactive Powder Concrete Based on Uniaxial Tensile Test" @default.
- W2043247925 cites W2015087967 @default.
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- W2043247925 doi "https://doi.org/10.4028/www.scientific.net/amr.306-307.519" @default.
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