A study on the mechanical properties of eco-friendly low-cost polyethylene fiber-reinforced engineered cementitious composites

For several decades, there has been a growing concern about sustainability in the construction industry. The excellent mechanical properties of engineered cementitious composite (ECC) make it an important building material that improves the durability, crack resistance and overall performance of structures. However, the high cost and environmental impact issues associated with conventional ECC limit its wide application in engineering. In this study, ECC was prepared by partially replacing cement with industrial wastes, replacing imported fibers with local low-cost polyethylene (PE) fibers, and replacing micro-silica sand with river sand. The effects of fly ash content, slag content, and river sand particle size on the mechanical properties of PE-ECC were systematically analyzed. The study showed that the mixture using 70 % of industrial solid waste instead of cement achieved a tensile strain capacity of 7.35 % and a compressive strength of 70.9 MPa. Also, the densities of all mixtures were below 1.85 g/cm 3 , which belong to lightweight concrete. Notably, the eco-friendly PE-ECC showed a 40–50 % reduction in energy consumption, CO 2 emission and cost compared to conventional ECC. This study promotes the greening and low-costing of ECC, which is conducive to the goal of sustainable development in the construction industry. • Eco-friendly ECC were developed by incorporating industrial wastes, low-cost PE fibers and river sand. • The PE-ECC achieved a tensile ductility of 7.35 % and a compressive strength of over 70 MPa. • Compared to conventional ECC, the developed PE-ECC showed a 40–50 % reduction in the MSIs.

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Publication Details

Journal
Journal of Building Engineering
Published
2025-02-04
DOI
https://doi.org/10.1016/j.jobe.2025.112017
Citations
2
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
1.91

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article

A study on the mechanical properties of eco-friendly low-cost polyethylene fiber-reinforced engineered cementitious composites

Bing Chen, Mingzheng Zhu, Lei Lang, Mingzhe Zhang et al.
2 citations
Journal of Building Engineering
Innovative concrete reinforcement materials
1.91
article

A study on the mechanical properties of eco-friendly low-cost polyethylene fiber-reinforced engineered cementitious composites

Bing Chen, Mingzheng Zhu, Lei Lang, Mingzhe Zhang, Xiangrui Meng
article en
2 citations

Abstract

For several decades, there has been a growing concern about sustainability in the construction industry. The excellent mechanical properties of engineered cementitious composite (ECC) make it an important building material that improves the durability, crack resistance and overall performance of structures. However, the high cost and environmental impact issues associated with conventional ECC limit its wide application in engineering. In this study, ECC was prepared by partially replacing cement with industrial wastes, replacing imported fibers with local low-cost polyethylene (PE) fibers, and replacing micro-silica sand with river sand. The effects of fly ash content, slag content, and river sand particle size on the mechanical properties of PE-ECC were systematically analyzed. The study showed that the mixture using 70 % of industrial solid waste instead of cement achieved a tensile strain capacity of 7.35 % and a compressive strength of 70.9 MPa. Also, the densities of all mixtures were below 1.85 g/cm 3 , which belong to lightweight concrete. Notably, the eco-friendly PE-ECC showed a 40–50 % reduction in energy consumption, CO 2 emission and cost compared to conventional ECC. This study promotes the greening and low-costing of ECC, which is conducive to the goal of sustainable development in the construction industry. • Eco-friendly ECC were developed by incorporating industrial wastes, low-cost PE fibers and river sand. • The PE-ECC achieved a tensile ductility of 7.35 % and a compressive strength of over 70 MPa. • Compared to conventional ECC, the developed PE-ECC showed a 40–50 % reduction in the MSIs.

Journal of Building EngineeringVol. 102
Hong Kong Polytechnic University (HK), Shanghai Jiao Tong University (CN), Yunnan University (CN), Shanghai Ocean University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 18%
Innovative concrete reinforcement materials
1.91
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