Bending performance of concrete-filled multi-cell pultruded beams reinforced with lattice-webs

Engineering

• Analytical Model 25%
• Bearing Capacity 50%
• Bending Behavior 25%
• Bending Stiffness 25%
• Brittle Failure 25%
• Cell Multi 100%
• Delamination 25%
• Face Sheet 50%
• Fiber-Reinforced Polymer 25%
• Local Buckling 50%
• Negative Effect 25%
• Point Bending 25%
• Progressive Failure 25%
• Test Result 50%