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Park et al. (2025) — Length effects of PE-based selvage fibers on fresh, fiber dispersion, and...

Citation

Se-Eon Park, Huy Hoàng Nguyễn, Yun Yong Kim, Youngsang Kim, Bang Yeon Lee (2025). Length effects of PE-based selvage fibers on fresh, fiber dispersion, and tensile properties of engineered cementitious composites. Journal of Sustainable Cement-Based Materials, Vol. 14, Issue 2, pp. 327–337.

Why this paper matters

Investigates the fiber length effects (5, 10, and 15 mm, 1.75 vol%) of upcycled polyethylene-based fabric selvage waste in ECC, revealing that longer fibers enhance compressive strength (up to 61.5 MPa), tensile strength (up to 8.04 MPa), and tensile strain capacity (up to 7.24% with 80.0 µm crack widths), while even 5 mm short fibers deliver 5.13% ductility.

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04_material_systems/green_ecc.md Increasing recycled PE selvage fiber length from 5 mm to 15 mm (1.75 vol%) increases ECC tensile strength from 5.30 to 8.04 MPa and tensile strain capacity from 5.13% to 7.24% while keeping crack width tightly controlled to 80–82 µm. JSCE uniaxial tension tests confirmed 7.24% strain capacity and 8.04 MPa tensile strength in F-15. Pages 2, 7, 8, 10, Section 3.3 & Abstract, Tables 5, 6, 8, Figs. 10, 11 verified_from_pdf
02_concepts/strain_hardening_criteria.md Even with ultra-short 5 mm selvage fibers, the high strength (3000 MPa) and hydrophobicity of PE enable robust strain hardening (5.13% strain capacity, strength ratio σts/σcr = 1.88) with frictional bond strength calibrated to 1.132 MPa. Direct tension tests and theoretical crack spacing calibration validated robust pseudo strain hardening in F-5. Pages 8, 10, Section 3.3, Tables 6, 7, 8, Fig. 10a verified_from_pdf

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