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Author:

Liu, Yue (Liu, Yue.) | Zhang, Hong-Tao (Zhang, Hong-Tao.) | Zhao, Hong-Hao (Zhao, Hong-Hao.) | Lu, Lin (Lu, Lin.) | Han, Ming-Yang (Han, Ming-Yang.) | Wang, Jiao-Cai (Wang, Jiao-Cai.) | Guan, Shuai (Guan, Shuai.)

Indexed by:

EI Scopus SCIE

Abstract:

Due to the fact that steel reinforcement is vulnerable to corrosion, FRP bars with light weight, high strength, and excellent durability have become a good substitute for ordinary steel bars. FRP bars have high tensile strength, but their compressive strength is relatively low and often neglected, so the application of FRP bars in compression members has been restricted. This paper proposes a new pultrusion-winding-pultrusion method to improve the compressive ability of FRP bars. A hoop FRP layer is winded on the outer surface of the pultruded FRP core, and a longitudinal pultruded layer and ribs are also added on the outermost surface. In this paper, mechanical properties of this novel FRP bar with hoop winding layer are investigated. First, monotonic tensile and compressive tests on traditional and novel GFRP bars were conducted. Then, cyclic tension-compression loading tests were also carried out on the two types of GFRP bars. Test results showed that the compressive ultimate bearing capacities of GFRP bars with winding layers were 10 similar to 20 kN greater than those of the traditional GFRP bars, and the compressive ductility of the novel GFRP bars was also improved. Furthermore, the tensile stress-strain behaviors of both GFRP bars were linear-elastic and the added winding layer did not greatly influence the tensile properties of the GFRP bars. Moreover, for the cyclic loading test, the compressive ultimate load of GFRP bars was 80%similar to 90% of that under monotonic compressive test, and the tensile ultimate load was 45%similar to 65% of that under monotonic tensile test. Compared with the GFRP bar without winding layer, the overall stiffness of the novel GFRP bar was greater than that of the traditional one and the ultimate load of the novel GFRP bar was also greater. In addition, seeing that the residual displacement of the novel GFRP bar was greater than that of the traditional GFRP bar, winding hoop fibers on the outer surface of the core is a useful way to improve the energy dissipation capacity of the GFRP bar.

Keyword:

Author Community:

  • [ 1 ] [Liu, Yue]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 2 ] [Zhang, Hong-Tao]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 3 ] [Zhao, Hong-Hao]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 4 ] [Guan, Shuai]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 5 ] [Liu, Yue]Cent Res Inst Bldg & Construct Co Ltd, MCC, 33 Xitucheng Rd, Beijing, Peoples R China
  • [ 6 ] [Lu, Lin]Anhui Prov Highway & Port Engn Co Ltd, 459 Huangshan Rd, Hefei, Peoples R China
  • [ 7 ] [Han, Ming-Yang]Anhui Prov Highway & Port Engn Co Ltd, 459 Huangshan Rd, Hefei, Peoples R China
  • [ 8 ] [Wang, Jiao-Cai]Anhui Prov Highway & Port Engn Co Ltd, 459 Huangshan Rd, Hefei, Peoples R China

Reprint Author's Address:

  • [Zhang, Hong-Tao]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, 100 Pingleyuan, Beijing, Peoples R China

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Source :

ADVANCES IN MATERIALS SCIENCE AND ENGINEERING

ISSN: 1687-8434

Year: 2021

Volume: 2021

ESI Discipline: MATERIALS SCIENCE;

ESI HC Threshold:116

JCR Journal Grade:3

Cited Count:

WoS CC Cited Count: 3

SCOPUS Cited Count: 9

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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