Flexural responses and pseudo-ductile performance of lattice-web reinforced GFRP-wood sandwich beams

Engineering

• Bending Capacity 33%
• Bending Stiffness 33%
• Core Material 33%
• Ductile Failure 33%
• Experimental Result 33%
• Failure Process 33%
• Fiber-Reinforced Polymer 100%
• Flexural Behavior 33%
• Good Agreement 33%
• Load Limits 33%
• Mechanical Property 33%
• Point Bending 66%
• Predicted Result 33%
• Reinforced Plastic 66%
• Skin Surface 33%