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- W2358219756 abstract "In order to study fracture property of RCC and cracking condition of induced joint,three point banding beam fracture tests of RCC have been carried out in this paper. Some parameters and typical curves of fracture property are obtained, such as tensile strength, compressive strength, fracture toughness, fracture energy, curve of load vs. load point deflection, and curve of load vs. crack jaw opening. According to the relation of fracture toughness and stress intensity factor, the cracking similarity condition of induced joint in structural model is established. Through nonlinear cracking calculation of three point bending beam, the curve of load vs. load point deflection is used to deduce the tensile strain softening curve. Furthermore, the tensile strength of material is modified on 3-D condition. Finally, the cracking calculating condition in numerical calculation of induced joint is established, which is based on the ficititious crack model. These fracture property parameters and cracking conditions are adopted in the structural model test and the numerical calculation of the Sichuan Shapai RCC arch dam, the highest one in the world at present. These results are the base references for researching cracking and destructive mechanism of the high RCC arch dam." @default.
- W2358219756 created "2016-06-24" @default.
- W2358219756 creator A5012757504 @default.
- W2358219756 date "2005-01-01" @default.
- W2358219756 modified "2023-09-27" @default.
- W2358219756 title "Study on Fracture Property of RCC and Cracking Condition of Induced Joint" @default.
- W2358219756 hasPublicationYear "2005" @default.
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