Flexural performance study of assembled GFRP-wood sandwich floor panels reinforced with innovative lattice webs

Engineering

• Bearing Capacity 33%
• Bending Load 33%
• Core Material 33%
• Ductile Failure 33%
• Failure Process 33%
• Fiber-Reinforced Polymer 100%
• Floor Panel 100%
• Load Limits 33%
• Optimal Design 33%
• Outer Surface 33%
• Point Bending Test 33%
• Reinforced Plastic 100%
• Rigidity 33%
• Sandwich Panel 33%
• Sandwich Structures 33%