Tensile properties of GFRP bars after exposure to harsh laboratory and field environmental conditions

Saleh Alsayed*, Tarek Almusallam, Yousef AI-Salloum, Sherif El-Gamal

*Corresponding author for this work

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

3 Citations (Scopus)

Abstract

This paper presents the test results of an experimental study that investigates the durability of a new generation of Glass Fiber Reinforced Polymer (GFRP) bars. A total of 60 GFRP bars were embedded in concrete prisms and exposed to ten environmental conditions for 6 and 12 months. The environments included exposure to ordinary tap water, sea water, and alkaline solution at two temperatures (room and 50°C). The environments also included two typical field conditions of the Kingdom of Saudi Arabia (Gulf area and Riyadh area). The performance of the GFRP bars was evaluated by conducting tensile tests on the bars extracted out of the concrete specimens after exposure to the environmental conditions. After 12 months of exposure, the test results showed that the tap water at 50°C had the maximum effect on the tensile strength of the GFRP bars. The two field conditions did not show any harmful effect on the tensile properties of the bars after 12 months of exposure.

Original languageEnglish
Title of host publicationAdvanced Materials Research
Pages3738-3742
Number of pages5
Volume250-253
DOIs
Publication statusPublished - 2011
Event1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011 - Haikou, China
Duration: Jun 18 2011Jun 20 2011

Publication series

NameAdvanced Materials Research
Volume250-253
ISSN (Print)10226680

Other

Other1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011
CountryChina
CityHaikou
Period6/18/116/20/11

Keywords

  • Concrete
  • Durability
  • Fiber reinforced polymer
  • Field environment
  • GFRP
  • Laboratory
  • Tensile strength

ASJC Scopus subject areas

  • Engineering(all)

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