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

Key Points

• 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.