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- W2029604880 abstract "Based on double-K fracture model, adopt three-point bending beam which has been recommended by RILEM, the fracture properties of three groups reinforced concrete beams were studied. Refer to the relevant literature, fracture parameters of reinforced concrete three-point bending beams are examined. Through the analysis of whole process of crack propagation of reinforced concrete three-point bending beams, the results show that the reinforcement ratios can't preventing the cracking effectively, but can increase the maximum loads, thus improving the relative toughness; the precritical crack propagation length relative values show a linearly increasing trend with the increase of reinforcement ratios; the initial fracture toughness is not affected by the reinforcement ratios, but the unstable toughness has little effects by the reinforcement ratios." @default.
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- W2029604880 date "2013-10-01" @default.
- W2029604880 modified "2023-09-27" @default.
- W2029604880 title "Influence of Reinforcement Ratios on Concrete Fracture Parameters" @default.
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- W2029604880 doi "https://doi.org/10.4028/www.scientific.net/amm.438-439.224" @default.
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