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Author:

Duo, Yongyu (Duo, Yongyu.) | Liu, Xiaogang (Liu, Xiaogang.) | Liu, Yue (Liu, Yue.) | Tafsirojjaman, T. (Tafsirojjaman, T..) | Sabbrojjaman, Md (Sabbrojjaman, Md.)

Indexed by:

EI Scopus SCIE

Abstract:

Fiber reinforced polymer (FRP) bars are being widely used in civil engineering applications to replace steel bars due to their excellent durability. Existing research on the durability of FRP bars mainly focuses on glass fiber reinforced polymer (GFRP) and basalt fiber reinforced polymer (BFRP) bars. Different conclusions have been drawn due to differences in fibers, resins, fiber volume fractions, solution concentrations, and aging temperatures adopted by researchers. Some results are even contradictory, especially between relatively recent and previous studies. In this paper, data of 557 experiments on tensile strength and elastic modulus of GFRP and BFRP bars exposed to different harsh environments were collected from existing literature, and the durability of GFRP and BFRP bars in water, acid, salt, and alkali solution were investigated. Different influence factors were considered including the matrix type, fiber volume fraction and exposure temperature, etc. Furthermore, a new prediction model for the long-term performance of FRP bars was developed based on an existing model and the data collected in this paper. The tensile strength of GFRP and BFRP bars degenerated faster in alkali, and water environments, followed by acid solution, and had the best durability in salt solution. Except the water solution, GFRP bars showed better corrosion resistance than BFRP bars in the alkali, salt, and acid solutions. The new prediction is simple in form and clear in the physical meaning and could be considered for both GFRP and BFRP bars.

Keyword:

Prediction model Tensile strength BFRP bars Durability Harsh environment GFRP bars Elastic modulus

Author Community:

  • [ 1 ] [Duo, Yongyu]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China
  • [ 2 ] [Liu, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China
  • [ 3 ] [Liu, Xiaogang]Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
  • [ 4 ] [Liu, Xiaogang]Cent Res Inst Bldg & Construct CO LTD MCC, Beijing 100088, Peoples R China
  • [ 5 ] [Tafsirojjaman, T.]Univ Southern Queensland, Ctr Future Mat CFM, Sch Civil Engn & Surveying, Toowoomba, Qld 4350, Australia
  • [ 6 ] [Tafsirojjaman, T.]Queensland Univ Technol, Sci & Engn Fac, Sch Civil & Environm Engn, 2 George St, Brisbane, Qld 4000, Australia
  • [ 7 ] [Sabbrojjaman, Md]Dhaka Int Univ, Dept Civil Engn, Dhaka 1212, Bangladesh

Reprint Author's Address:

  • [Liu, Yue]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China

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Source :

JOURNAL OF BUILDING ENGINEERING

Year: 2021

Volume: 43

6 . 4 0 0

JCR@2022

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 84

SCOPUS Cited Count: 98

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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