Flexural behavior of adhesively bonded cross-laminated timber-concrete composite (TCC) panel with glass-fiber textile mesh as reinforcement in concrete

Key Points

• Flexural behavior significantly improves in cross-laminated timber-concrete composites with glass-fiber reinforcement.
• The study reveals that the use of fiber enhances the load-bearing capacity, showing a notable increase by 20% compared to standard designs.
• Analysis evaluates the effects of adhesive bonding techniques on structural integrity during flexural testing.
• Results suggest that implementing glass-fiber mesh can lead to stronger, more durable composite panels suitable for construction.