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This study investigates the triaxial compressive behavior of 3D-printed polyethylene (PE) fiber-reinforced ultra-high performance concrete (3DP-PEUHPC) to address mechanical property limitations due to weak bonding at filament interfaces. Experimental results show that 3D-printed specimens exhibit different failure modes and reduced load-bearing capacity compared to mold-cast specimens, but confinement techniques can enhance their strength. A modified model for predicting the stress-strain relationship unde

Author

Hanuma

Language

EN