Experimental study on the influence of spike anchors on the bond of FRCM systems applied to curved masonry specimens

Bond strength increases significantly with the incorporation of spike anchors, enhancing structural integrity.
Experimental analysis shows that systems with spike anchors exhibit up to a 30% greater bond strength compared to those without them.
Evaluation of bond strength is conducted using various configurations of spike anchors in curved masonry specimens.
Findings indicate improved performance of FRCM systems in architectural applications and may influence future design practices.

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