Evaluation of mechanical and microstructural properties of sustainable 3D-printed engineered cementitious composites incorporating hybrid PE/PVA fibers and Yellow River sand

3D printing of cementitious composites is an emerging construction method that eliminates the reliance on steel reinforcement, thereby improving crack resistance. This study investigates the mechanical and microstructural properties of 3D-printed engineered cementitious composites (3DP-ECC) incorporating hybrid polyethylene (PE) and polyvinyl alcohol (PVA) fibers, along with Yellow River Sand (YRS) as a sustainable alternative to quartz sand. The utilization of the YRS lowers the cost of ECC production and addresses environmental concerns, such as sedimentation and flooding. Mechanical properties of 3DP-ECC were determined in the X, Y, and Z printing directions and compared to Cast specimens to determine anisotropic behavior through Digital Image Correlation (DIC). X-ray Computed Tomography (XCT) and Scanning Electron Microscopy (SEM-EDS) were used to investigate the microstructural characteristics. Results show that the Cast and 3DP-ECC specimens exhibited strain-hardening with tensile strains exceeding 3 %. At R25, the tensile strength results for Cast ECC and 3DP-ECC were 6.58 MPa and 4.60 MPa, respectively, while the tensile strain value was 4.60 % and 3.90 %, respectively. The four-point bending results show that the Cast and 3DP-ECC specimens in the Z-direction exhibited enhanced bending capacity and minor cracking, whereas the X- and Y-direction specimens showed 13 % and 16 % reductions, respectively, compared to the Z-direction. In terms of compressive strength, the R50 group showed strengths of 49.7 MPa in Cast specimens and 45.9 MPa in 3DP specimens. Microstructural analysis identified dense hydration gels and strong fiber–matrix bonding, although XCT showed interlayer voids in 3DP-ECC, and porosity decreased with higher YRS content. This study has shown that hybrid PE/PVA fibers and YRS have the potential to enhance the sustainability and crack resistance of 3DP-ECC. However, this study highlights the importance of maximizing fiber orientation and interlayer bonding to improve the structural performance of 3DP-ECC.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-11-20
DOI
https://doi.org/10.1016/j.cscm.2025.e05578
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
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article

Evaluation of mechanical and microstructural properties of sustainable 3D-printed engineered cementitious composites incorporating hybrid PE/PVA fibers and Yellow River sand

Jiajia Zhou, Safdar Iqbal, Ali Raza, Muhammad Zakaria Umar et al.
Case Studies in Construction Materials
Innovations in Concrete and Construction Materials
article

Evaluation of mechanical and microstructural properties of sustainable 3D-printed engineered cementitious composites incorporating hybrid PE/PVA fibers and Yellow River sand

Jiajia Zhou, Safdar Iqbal, Ali Raza, Muhammad Zakaria Umar, Syed Basit Ali, Chengfang Yuan, B.T.G. Tan
article en

Abstract

3D printing of cementitious composites is an emerging construction method that eliminates the reliance on steel reinforcement, thereby improving crack resistance. This study investigates the mechanical and microstructural properties of 3D-printed engineered cementitious composites (3DP-ECC) incorporating hybrid polyethylene (PE) and polyvinyl alcohol (PVA) fibers, along with Yellow River Sand (YRS) as a sustainable alternative to quartz sand. The utilization of the YRS lowers the cost of ECC production and addresses environmental concerns, such as sedimentation and flooding. Mechanical properties of 3DP-ECC were determined in the X, Y, and Z printing directions and compared to Cast specimens to determine anisotropic behavior through Digital Image Correlation (DIC). X-ray Computed Tomography (XCT) and Scanning Electron Microscopy (SEM-EDS) were used to investigate the microstructural characteristics. Results show that the Cast and 3DP-ECC specimens exhibited strain-hardening with tensile strains exceeding 3 %. At R25, the tensile strength results for Cast ECC and 3DP-ECC were 6.58 MPa and 4.60 MPa, respectively, while the tensile strain value was 4.60 % and 3.90 %, respectively. The four-point bending results show that the Cast and 3DP-ECC specimens in the Z-direction exhibited enhanced bending capacity and minor cracking, whereas the X- and Y-direction specimens showed 13 % and 16 % reductions, respectively, compared to the Z-direction. In terms of compressive strength, the R50 group showed strengths of 49.7 MPa in Cast specimens and 45.9 MPa in 3DP specimens. Microstructural analysis identified dense hydration gels and strong fiber–matrix bonding, although XCT showed interlayer voids in 3DP-ECC, and porosity decreased with higher YRS content. This study has shown that hybrid PE/PVA fibers and YRS have the potential to enhance the sustainability and crack resistance of 3DP-ECC. However, this study highlights the importance of maximizing fiber orientation and interlayer bonding to improve the structural performance of 3DP-ECC.

Case Studies in Construction MaterialsVol. 23
Lodz University of Technology (PL), University of Łódź (PL), Zhengzhou University (CN), Henan University of Engineering (CN), Zhengzhou Business University (CN)
Openalex Percentile: Top 62%
Innovations in Concrete and Construction Materials
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