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This study examines the flexural performance of ultra-high-performance concrete (UHPC) incorporating recycled aggregates modified with nano-silica and steel fibers. The experimental results indicate that while the addition of steel fibers enhances ductility and flexural strength, increasing the substitution rate of recycled aggregates and nano-silica content slightly reduces flexural strength. The findings provide insights into the mechanical behavior and microstructural improvements of fiber-nanocomposite
- Author
- sachin venkat
- Language
- EN