Chen Wanxiang, Guo Zhikun, Yang Liang, Huang Yu, Yang Jingdong. TEST STUDY ON THE MECHANICAL PERFORMANCE OF RPC WITH STEEL FIBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 61-63. doi: 10.13204/j.gyjz200506017
Citation:
Chen Wanxiang, Guo Zhikun, Yang Liang, Huang Yu, Yang Jingdong. TEST STUDY ON THE MECHANICAL PERFORMANCE OF RPC WITH STEEL FIBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 61-63. doi: 10.13204/j.gyjz200506017
Chen Wanxiang, Guo Zhikun, Yang Liang, Huang Yu, Yang Jingdong. TEST STUDY ON THE MECHANICAL PERFORMANCE OF RPC WITH STEEL FIBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 61-63. doi: 10.13204/j.gyjz200506017
Citation:
Chen Wanxiang, Guo Zhikun, Yang Liang, Huang Yu, Yang Jingdong. TEST STUDY ON THE MECHANICAL PERFORMANCE OF RPC WITH STEEL FIBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 61-63. doi: 10.13204/j.gyjz200506017
In order to discuss the effect of steel fiber on the mechanical performance of RPC, based on standard curing andhot water curing the effect of proportion of steel fiber on the strength and the impact resistance performance of RPC withdifferent WPB was studied. The results of testing indicated that the strengths and the toughness of RPC with certain steelfiber can be improved greatly, the strengths of RPC were upmost while the WPB was 0118, hot water curing was in favor ofenhancing the compressive strengths of RPC, but it has little effect on the toughness of RPC.
[2] Pierre Richard, Marcel Cheyrezy. Reactive Powder Concrete with High Ductility and 200 ~ 800MPa Compressive Strength. In: ACI Spring Convention. San Francises: 1994