MECHANICAL PROPERTIES OF GLASS FIBER REINFORCED POLYMER WASTE

Authors

  • Charinrat Iamla-or Department of Civil Engineering, Faculty of Engineering, Thammasat University, Pathum Thani Province
  • Chanachai Thongchom Department of Civil Engineering, Faculty of Engineering, Thammasat University, Pathum Thani Province
  • Penpitcha Sanit-in Department of Civil Engineering, Faculty of Engineering at Kamphaeng Saen, Kasetsart University, Nakhon Pathom Province

Keywords:

Fiber-reinforced concrete, glass fiber-reinforced polymer waste, mechanical properties

Abstract

This research investigates the mechanical properties of concrete incorporating glass fiber-reinforced polymer waste (GFRPW). The study examines the effects of different GFRPW fiber contents (0%, 0.5%, 1.0%, 1.5%, and 2.0% by cement weight) on workability, compressive strength, splitting tensile strength, and flexural strength of concrete. The results indicate that the workability of GFRPW-reinforced concrete decreases with increasing fiber content. However, the compressive strength improves as the GFRPW fiber content increases, with a maximum increase of 37.99% compared to the reference concrete. Additionally, the splitting tensile strength exhibits a maximum enhancement of 13.69%. These findings suggest that incorporating glass fiber-reinforced polymer waste enhances the mechanical properties of concrete, offering an environmentally friendly approach for repurposing waste materials in the construction industry.

Published

2025-06-25

How to Cite

[1]
C. Iamla-or, C. Thongchom, and P. Sanit-in, “MECHANICAL PROPERTIES OF GLASS FIBER REINFORCED POLYMER WASTE ”, Thai NCCE Conf 30, vol. 30, p. MAT-38, Jun. 2025.

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