Fiber-reinforced polymer (FRP) bars have peculiar mechanical and physical properties that make them a viable alternative to traditional steel bars to reinforce concrete members, particularly in the case of aggressive environments. GFRP bars can be made with thermosetting or thermoplastic resins. While in the former case research has been done for several years, limited knowledge is available regarding the behavior of concrete members reinforced with thermoplastic bars. In this paper, the experimental behavior of concrete beams reinforced with steel and thermoset or thermoplastic GFRP bars is compared, showing the effectiveness of both types of bar when adopted as internal reinforcement.

Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars

D'Antino;V. Bertolli;M. A. Pisani;C. Poggi
2023-01-01

Abstract

Fiber-reinforced polymer (FRP) bars have peculiar mechanical and physical properties that make them a viable alternative to traditional steel bars to reinforce concrete members, particularly in the case of aggressive environments. GFRP bars can be made with thermosetting or thermoplastic resins. While in the former case research has been done for several years, limited knowledge is available regarding the behavior of concrete members reinforced with thermoplastic bars. In this paper, the experimental behavior of concrete beams reinforced with steel and thermoset or thermoplastic GFRP bars is compared, showing the effectiveness of both types of bar when adopted as internal reinforcement.
2023
CICE 2023 SINGLE VOLUME PROCEEDINGS
GFRP bars, thermoplastic resin, beam, bending, shear
File in questo prodotto:
File Dimensione Formato  
Behavior of concrete beams reinforced with steel bars or thermoset and thermoplastic resin GFRP bars.pdf

accesso aperto

: Publisher’s version
Dimensione 3.64 MB
Formato Adobe PDF
3.64 MB Adobe PDF Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/1249315
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 0
  • ???jsp.display-item.citation.isi??? ND
social impact