Enhancing interfacial bonding and pore structure optimization in 3D-printed high-strength ECC with steel-PE hybrid fibers

Engineered cementitious composites (ECC) are ideal candidates for 3D-printed concrete (3DPC) due to their excellent strain-hardening properties; however, the interlayer interfacial defects caused by the layer-by-layer stacking process severely restrict the development of their mechanical properties. In this study, we propose to adopt a steel fiber/polyethylene(PE) fiber hybrid reinforcement strategy to systematically investigate the mechanism of the influence of steel fiber compounding ratio (0-0.6 vol.%) on the splitting strength and pore structure of the interlayer interfaces of 3D-printed high-strength ECC (HS-ECC). The three-dimensional distribution of pores was quantitatively resolved by X-ray computed tomography (X-CT), and the micro-morphology of the transition zone at the fiber-matrix interface was observed by scanning electron microscopy (SEM). The test shows that: when the steel fiber doping is increased to 0.6%, the compressive strength is improved by about 15%, and the interfacial splitting tensile strength is improved by 50.12%, but the uniaxial tensile strain capacity decreases by 18.92%, which reveals that there is a strength-ductility trade-off effect in the proportion of fiber mixing; the X-CT reconstruction reveals that the porosity within the strips of the printed specimen is reduced by 15.01% compared with that of the poured molding and the porosity is dominated by small pores of a pore size of < 100 μm, but the interlayer interfacial interface microforms. The X-CT and SEM analyses confirmed that the steel fibers showed a significant orientation distribution in the printing direction, which inhibited the interface crack extension through the bridging effect. By optimizing the fiber orientation distribution and the microstructure of the interlayer interface, the compound-mixed steel fibers significantly improved the interfacial splitting tensile strength, which provides an effective way to solve the problem of weak interlayer surfaces in 3DPC, and is of great significance in improving the quality of 3DPC.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-06-16
DOI
https://doi.org/10.1016/j.cscm.2025.e04934
Citations
3
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
3.02

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article

Enhancing interfacial bonding and pore structure optimization in 3D-printed high-strength ECC with steel-PE hybrid fibers

Xuemao Guan, Guwei Shen, Lingli Zhu, Yu Zhao et al.
3 citations
Case Studies in Construction Materials
Innovations in Concrete and Construction Materials
3.02
article

Enhancing interfacial bonding and pore structure optimization in 3D-printed high-strength ECC with steel-PE hybrid fibers

Xuemao Guan, Guwei Shen, Lingli Zhu, Yu Zhao, Yahong Ding
article en
3 citations

Abstract

Engineered cementitious composites (ECC) are ideal candidates for 3D-printed concrete (3DPC) due to their excellent strain-hardening properties; however, the interlayer interfacial defects caused by the layer-by-layer stacking process severely restrict the development of their mechanical properties. In this study, we propose to adopt a steel fiber/polyethylene(PE) fiber hybrid reinforcement strategy to systematically investigate the mechanism of the influence of steel fiber compounding ratio (0-0.6 vol.%) on the splitting strength and pore structure of the interlayer interfaces of 3D-printed high-strength ECC (HS-ECC). The three-dimensional distribution of pores was quantitatively resolved by X-ray computed tomography (X-CT), and the micro-morphology of the transition zone at the fiber-matrix interface was observed by scanning electron microscopy (SEM). The test shows that: when the steel fiber doping is increased to 0.6%, the compressive strength is improved by about 15%, and the interfacial splitting tensile strength is improved by 50.12%, but the uniaxial tensile strain capacity decreases by 18.92%, which reveals that there is a strength-ductility trade-off effect in the proportion of fiber mixing; the X-CT reconstruction reveals that the porosity within the strips of the printed specimen is reduced by 15.01% compared with that of the poured molding and the porosity is dominated by small pores of a pore size of < 100 μm, but the interlayer interfacial interface microforms. The X-CT and SEM analyses confirmed that the steel fibers showed a significant orientation distribution in the printing direction, which inhibited the interface crack extension through the bridging effect. By optimizing the fiber orientation distribution and the microstructure of the interlayer interface, the compound-mixed steel fibers significantly improved the interfacial splitting tensile strength, which provides an effective way to solve the problem of weak interlayer surfaces in 3DPC, and is of great significance in improving the quality of 3DPC.

Case Studies in Construction MaterialsVol. 23
Henan Polytechnic University (CN)
Key Scientific Research Project of Colleges and Universities in Henan Province, Henan Provincial Science and Technology Research Project
Openalex Percentile: Top 9%
Innovations in Concrete and Construction Materials
3.02
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