Investigating the structural behaviour of Hybrid Fibre Reinforced Concrete (HFRC) plates

Failure of reinforced concrete plates is caused by the decrease in its stiffness as a result of cracking. This leads to corrosion of the steel reinforcement. Conventional concrete mixtures may not be sufficient to provide the tensile resistance required to minimize cracking. Using fibre reinforced concrete (FRC) can be considered a practical and economical solution […]

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