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.
- DOI: 10.1080/21650373.2024.2441432
- Atlas layer: extension
- Related Victor Li book chapter: Chapter 4: Special ECCs / Green & Recycled Materials; Chapter 2: Micromechanics and Materials Design
- Source PDF:
park-2025-length-effects-of-pe-based-selvage.pdf - Extracted text:
atlas/full_text/park-2025-length-effects-of-pe-based-selvage_full_text.md - Source note:
atlas/source_notes/park-2025-length-effects-of-pe-based-selvage_source_note.md
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.
Main contribution
- Systematically quantified fiber length scaling (5, 10, 15 mm) for recycled PE selvage fibers in ECC.
- Proved that increasing fiber length from 5 to 15 mm increases tensile ductility from 5.13% to 7.24% and tensile strength from 5.30 to 8.04 MPa.
- Demonstrated that average crack widths remain invariant and tightly controlled at $80.0\text{--}82.1\ \mu\text{m}$ across all lengths.
- Calibrated 2D crack spacing equations, extracting an optimal frictional bond strength $\tau_0 = 1.132\text{ MPa}$.
Evidence summary
- Mechanical performance:
- F-15 ($15\text{ mm}$): $f_{cu} = 61.5\pm 1.8\text{ MPa}$, $\sigma_{cr} = 2.89\text{ MPa}$, $\sigma_{ts} = 8.04\pm 0.59\text{ MPa}$, $\varepsilon_{ts} = 7.24\pm 0.39\%$, $U_t = 0.395\text{ MPa}\cdot\text{m/m}$, $71.5$ cracks, crack width $80.0\ \mu\text{m}$.
- F-10 ($10\text{ mm}$): $f_{cu} = 59.7\text{ MPa}$, $\sigma_{ts} = 7.71\pm 0.82\text{ MPa}$, $\varepsilon_{ts} = 6.73\pm 0.59\%$, $66.4$ cracks, crack width $81.6\ \mu\text{m}$.
- F-5 ($5\text{ mm}$): $f_{cu} = 58.4\text{ MPa}$, $\sigma_{ts} = 5.30\pm 0.37\text{ MPa}$, $\varepsilon_{ts} = 5.13\pm 0.67\%$, $50.0$ cracks, crack width $82.1\ \mu\text{m}$ (Tables 5, 6, 8, Figs. 10, 11).
- Fresh properties: Mini-slump flow was $133.2\text{ mm}$ (F-5), $129.2\text{ mm}$ (F-10), and $122.5\text{ mm}$ (F-15) (Table 4, Fig. 8).
- Fiber dispersion: SEM-EDS confirmed uniform fiber dispersion ($\alpha_f$) across all fiber lengths (Table 9, Fig. 14).
Linked Atlas nodes
04_material_systems/green_ecc.md02_concepts/strain_hardening_criteria.md05_experiments/direct_tensile_test.md
Claim-evidence rows to add
| Atlas node | Claim | Evidence summary | Page/Figure/Table | Status |
|---|---|---|---|---|
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 |
Verification status
- PDF preserved: yes (
park-2025-length-effects-of-pe-based-selvage.pdf) - Text extracted: yes (
atlas/full_text/park-2025-length-effects-of-pe-based-selvage_full_text.md) - DOI verified: yes (
10.1080/21650373.2024.2441432) - Page/figure/table verified: yes
- Claim-evidence matrix ready: yes
Cautions
- Longer fibers (15 mm) exhibit slight bending during paste mixing, resulting in diminishing marginal strength gains compared to 10 mm fibers.