Effect of Temperature on Basalt Fiber Reinforced Polymer Bars in Moist Geopolymer Concrete

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This research aims to study the effect of temperature on basalt fiber reinforced polymer (BFRP) bars embedded in moist geopolymer concrete. The conditioning temperature varied among 20, 40, and 60°C. The geopolymer concrete was designed with a nominal cylindrical compressive strength of 40 MPa with a slag-to-fly ash mass ratio of 1:3. The samples were conditioned for a duration of 3 months. The tensile strength, moisture uptake, and matrix retention of BFRP bars were measured. Test results highlighted a 30% decrease in the tensile strength, 47% increase in the moisture uptake, and 33% decrease in the matrix retention when the temperature increased from 20 to 40°C. Meanwhile, limited changes to the durability performance of BFRP bars was noted as the conditioning temperature further increased to 60°C.

Original languageEnglish
Title of host publicationProceedings of the 9th International Conference On Civil Structural and Transportation Engineering, ICCSTE 2024
EditorsKhaled Sennah
PublisherAvestia Publishing
ISBN (Print)9781990800382
DOIs
Publication statusPublished - 2024
Event9th International Conference on Civil, Structural and Transportation Engineering, ICCSTE 2024 - Toronto, Canada
Duration: Jun 13 2024Jun 15 2024

Publication series

NameInternational Conference on Civil, Structural and Transportation Engineering
ISSN (Electronic)2369-3002

Conference

Conference9th International Conference on Civil, Structural and Transportation Engineering, ICCSTE 2024
Country/TerritoryCanada
CityToronto
Period6/13/246/15/24

Keywords

  • Basalt Fiber Reinforced Polymer
  • Durability
  • Geopolymer Concrete
  • Tensile Strength

ASJC Scopus subject areas

  • Transportation
  • Materials Chemistry

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