Investigation of the Impact Properties of Reactive Powder Concrete Containing Nano-Silica and Reinforced with Fibers under Repeated Drop-Weight Impact

Given the increasing demand for high-performance and sustainable construction materials, reactive powder concrete (RPC) has attracted significant attention from researchers due to its exceptional mechanical properties. In this study, the interactive effects of nano-silica (at ۰%, ۰.۵%, and ۱% by weight of cement), fiber type (steel and polypropylene), fiber content (۰%, ۱%, and ۲% by volume), and curing method on the impact resistance of RPC were investigated. RPC samples were produced with various nano-silica and fiber contents and subjected to three different curing methods: standard moist curing for ۲۸ days, thermal curing in hot water at ۹۰°C for ۲ and ۵ days followed by standard moist curing until ۲۸ days of age. The results of the drop-weight impact tests showed that steel fibers significantly improved the initial and final impact resistance of RPC, whereas polypropylene fibers had a lesser effect on these parameters. Additionally, the incorporation of nano-silica and thermal curing marginally enhanced the impact performance of RPC. Statistical analysis of the data using the two-parameter Weibull distribution indicated that this distribution is a suitable model for describing the failure behavior of RPC under impact loading. Given the increasing demand for high-performance and sustainable construction materials, reactive powder concrete (RPC) has attracted significant attention from researchers due to its exceptional mechanical properties. In this study, the interactive effects of nano-silica (at ۰%, ۰.۵%, and ۱% by weight of cement), fiber type (steel and polypropylene), fiber content (۰%, ۱%, and ۲% by volume), and curing method on the impact resistance of RPC were investigated. RPC samples were produced with various nano-silica and fiber contents and subjected to three different curing methods: standard moist curing for ۲۸ days, thermal curing in hot water at ۹۰°C for ۲ and ۵ days followed by standard moist curing until ۲۸ days of age. The results of the drop-weight impact tests showed that steel fibers significantly improved the initial and final impact resistance of RPC, whereas polypropylene fibers had a lesser effect on these parameters. Additionally, the incorporation of nano-silica and thermal curing marginally enhanced the impact performance of RPC. Statistical analysis of the data using the two-parameter Weibull distribution indicated that this distribution is a suitable model for describing the failure behavior of RPC under impact loading.

کلیدواژه ها:

Impact resistance ، Reactive Powder Concrete (RPC) ، Nano-silica ، Fibers ، Weibull distribution