High-Temperature Behavior of Polyethylene-Terephthalate- Fiber-Reinforced Sand Concrete: Experimental Investigation

Mohammed Benzerara, Yasmina Biskri, Messaoud Saidani, Faycal Slimani, Redjem Belouettar

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)
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Abstract

At ambient temperature, concrete exhibits excellent mechanical properties. However, understanding the behavior of concrete under high-temperature conditions is crucial, especially for civil engineering applications during fire incidents. The growing use of plastic-based products has led to a significant increase in polymer waste, posing environmental challenges. The valorization of
this plastic waste in the form of fibers presents both economic and environmental advantages. This study focuses on the study of the behavior of sand concrete incorporating polyethylene terephthalate (PET) fibers with percentages of 1% and 2% at high temperatures (100, 300, 500 and 700 °C).
Specimens are tested for residual mass loss, residual compressive and tensile strength. A complementary analysis of SEM makes it possible to confirm and better clarify the morphology of the concretes of sand before and after the rise in temperature. The results obtained from this study indicate that the residual resistance is reduced with the rise in temperature for all the concretes studied, except in the temperature range of 300 °C, in which a slight improvement in resistance is noticed.
The incorporation of PET fibers in the test concretes does not enhance their residual behavior significantly. However, it does serve as an effective solution by reducing the susceptibility to spalling, by preventing cracking and by fulfilling a similar role to that of polypropylene fibers.
Original languageEnglish
Article number46
Number of pages18
JournalFibers
Volume11
Issue number5
Early online date16 May 2023
DOIs
Publication statusPublished - 16 May 2023

Bibliographical note

© 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).

Keywords

  • sand concrete
  • PET fibers
  • high temperature
  • mass loss
  • mechanical resistance

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