TY - JOUR
T1 - Flexural strengthening of reinforced concrete beams using geopolymer-bonded small-diameter CFRP bars
AU - Peng, Kai Di
AU - Huang, Bo Tao
AU - Xu, Ling Yu
AU - Hu, Ruo Lin
AU - Dai, Jian Guo
N1 - Funding Information:
This study was supported by Chinese Guangdong Province R&D Plan for Key Areas (Project Code: 2019B111107002) and Hong Kong-Guangzhou Technology and Innovation Partnership Program (Project Code 201807010055). Kai-Di Peng and Ling-Yu Xu acknowledge the Ph.D. studentship offered by The Hong Kong Polytechnic University. Bo-Tao Huang acknowledges the support of the Hong Kong Innovation and Technology Fund (Project Code: ITS/077/18FX) through the Research Talent Hub.
Funding Information:
This study was supported by Chinese Guangdong Province R&D Plan for Key Areas (Project Code: 2019B111107002) and Hong Kong-Guangzhou Technology and Innovation Partnership Program (Project Code 201807010055). Kai-Di Peng and Ling-Yu Xu acknowledge the Ph.D. studentship offered by The Hong Kong Polytechnic University. Bo-Tao Huang acknowledges the support of the Hong Kong Innovation and Technology Fund (Project Code: ITS/077/18FX) through the Research Talent Hub.
Publisher Copyright:
© 2022 Elsevier Ltd
PY - 2022/4/1
Y1 - 2022/4/1
N2 - In this study, the strengthening system for reinforced concrete (RC) members using geopolymer-bonded small-diameter carbon fiber-reinforced polymer (CFRP) bars was proposed and investigated for the first time. An experimental program was conducted to evaluate the efficiency of the FRP-reinforced geopolymer matrix (FRGM) system for the flexural strengthening of RC beams. A total of 11 RC beams were tested, including ten strengthened beams and one reference beam. The influences of three major factors on the strengthening performance were investigated, including the bonding method (geopolymer vs. epoxy), fiber reinforcement in the matrix (plain geopolymer vs. steel or polyvinyl alcohol fiber-reinforced geopolymer), and the number/diameter of CFRP bars (7Φ3, 2Φ6, and 2Φ10). It was found that the strengthened beams showed significantly higher stiffnesses, yield loads, and ultimate loads than the reference beam and the geopolymer-bonded FRGM layer showed similar strengthening efficiency with the epoxy-bonded FRGM layer. For the FRGM strengthening system, the use of short fibers in the geopolymer matrix further improved the crack control capacity. An analytical investigation was conducted to predict the load capacities of the strengthened beams. Finally, a practical application case was presented to demonstrate the feasibility of this method in strengthening the concrete superstructure at The Port of Zhanjiang (Guangdong, China). The findings lay the groundwork for using this FRGM system to repair reinforced concrete structures.
AB - In this study, the strengthening system for reinforced concrete (RC) members using geopolymer-bonded small-diameter carbon fiber-reinforced polymer (CFRP) bars was proposed and investigated for the first time. An experimental program was conducted to evaluate the efficiency of the FRP-reinforced geopolymer matrix (FRGM) system for the flexural strengthening of RC beams. A total of 11 RC beams were tested, including ten strengthened beams and one reference beam. The influences of three major factors on the strengthening performance were investigated, including the bonding method (geopolymer vs. epoxy), fiber reinforcement in the matrix (plain geopolymer vs. steel or polyvinyl alcohol fiber-reinforced geopolymer), and the number/diameter of CFRP bars (7Φ3, 2Φ6, and 2Φ10). It was found that the strengthened beams showed significantly higher stiffnesses, yield loads, and ultimate loads than the reference beam and the geopolymer-bonded FRGM layer showed similar strengthening efficiency with the epoxy-bonded FRGM layer. For the FRGM strengthening system, the use of short fibers in the geopolymer matrix further improved the crack control capacity. An analytical investigation was conducted to predict the load capacities of the strengthened beams. Finally, a practical application case was presented to demonstrate the feasibility of this method in strengthening the concrete superstructure at The Port of Zhanjiang (Guangdong, China). The findings lay the groundwork for using this FRGM system to repair reinforced concrete structures.
KW - Alkali-activated fly ash/slag
KW - Carbon fiber-reinforced polymer (CFRP)
KW - Geopolymer
KW - Practical application
KW - Reinforced concrete
KW - Small-diameter bars
UR - http://www.scopus.com/inward/record.url?scp=85124659006&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2022.113992
DO - 10.1016/j.engstruct.2022.113992
M3 - Journal article
AN - SCOPUS:85124659006
SN - 0141-0296
VL - 256
JO - Engineering Structures
JF - Engineering Structures
M1 - 113992
ER -