Technical Notes
Dec 24, 2021

PET Fiber–Reinforced Engineered Geopolymer and Cementitious Composites

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 3

Abstract

In this investigation, polyethylene terephthalate (PET) fibers obtained from the plastic bottles were used in engineered cementitious and geopolymer composites (ECC and EGC). These composites were compared with polyvinyl alcohol (PVA) and polypropylene (PP)–reinforced ECC and EGC. A total of eight mixtures (four for ECC and four for EGC) were prepared with 0% to 2% volume fraction of fibers. In each ECC and EGC series, one mixture was a control (without fibers) and a 2% volume fraction of PET, PVA, and PP fibers were added in the remaining three mixtures. The specimens prepared using these mixes were tested to failure under bending, compression, and direct tension to observe the multiple cracking and pseudo-strain-hardening (PSH) response associated with ECC. The flexural load–deflection response of fiber-reinforced ECC and EGC was observed and compared with the control mix without fibers. Besides mechanical properties, the field emission scanning electron microscopic (FESEM) images were also envisaged to observe the microstructure of the composites. It was found that the behavior of PET fiber–reinforced ECC and EGC in terms of mechanical properties was better among all combinations. PET fiber–reinforced ECC and EGC were also found competitive to PVA fiber–reinforced ECC and EGC in terms of strength and multiple cracking PSH response.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors wish to acknowledge the support provided by NED University of Engineering and Technology for carrying out this study and the help provided by students of the final year urban engineering in casting and testing the specimens.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 3March 2022

History

Received: Mar 24, 2021
Accepted: Sep 21, 2021
Published online: Dec 24, 2021
Published in print: Mar 1, 2022
Discussion open until: May 24, 2022

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Chairperson, Dept. of Civil Engineering, Thar Institute of Engineering Sciences and Technology, NED Univ. of Engineering and Technology, Mithi, Tharparkar, Sindh 69230, Pakistan (corresponding author). ORCID: https://orcid.org/0000-0002-3845-541X. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Thar Institute of Engineering Sciences and Technology, NED Univ. of Engineering and Technology, Mithi, Tharparkar, Sindh 69230, Pakistan. ORCID: https://orcid.org/0000-0002-7360-0440. Email: [email protected]

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Cited by

  • Evaluation of Mechanical and Microstructural Properties of Engineered Geopolymer Composites with Construction and Demolition Waste-Based Matrices, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15918, 36, 1, (2024).
  • Experimental study of tensile properties of strain-hardening cementitious composites (SHCCs) reinforced with innovative twisted basalt fibers, Structures, 10.1016/j.istruc.2023.01.067, 48, (1977-1988), (2023).
  • A critical review of engineered geopolymer composite: A low-carbon ultra-high-performance concrete, Construction and Building Materials, 10.1016/j.conbuildmat.2022.128491, 346, (128491), (2022).

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