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This document summarizes an experimental study on the strength properties of concrete reinforced with aluminium fibers. Aluminium electrical wire scrap was used as fibers in concrete at various volume fractions from 0% to 2%. The compressive strength and split tensile strength of the concrete specimens were tested after 28 days of curing. Regression analysis was also performed to develop a strength prediction model based on the experimental results. The study found that the looped end aluminium fibers impro

Author

Ethan Boholst

Language

EN