TY - JOUR
T1 - Bond between Fibre-Reinforced Polymer Tubes and Sea Water Sea Sand Concrete
T2 - Mechanisms and Effective Parameters: Critical Overview and Discussion
AU - Luck, Johanna Dorothea
AU - Bazli, Milad
AU - Rajabipour, Ali
PY - 2022/1
Y1 - 2022/1
N2 - Using fibre-reinforced polymers (FRP) in construction avoids corrosion issues associated with the use of traditional steel reinforcement, while seawater and sea sand concrete (SWSSC) reduces environmental issues and resource shortages caused by the production of traditional concrete. The paper gives an overview of the current research on the bond performance between FRP tube and concrete with particular focus on SWSSC. The review follows a thematic broad-to-narrow approach. It reflects on the current research around the significance and application of FRP and SWSSC and discusses important issues around the bond strength and cyclic behaviour of tubular composites. A review of recent studies of bond strength between FRP and concrete and steel and concrete under static or cyclic loading using pushout tests is presented. In addition, the influence of different parameters on the pushout test results are summarised. Finally, recommendations for future studies are proposed.
AB - Using fibre-reinforced polymers (FRP) in construction avoids corrosion issues associated with the use of traditional steel reinforcement, while seawater and sea sand concrete (SWSSC) reduces environmental issues and resource shortages caused by the production of traditional concrete. The paper gives an overview of the current research on the bond performance between FRP tube and concrete with particular focus on SWSSC. The review follows a thematic broad-to-narrow approach. It reflects on the current research around the significance and application of FRP and SWSSC and discusses important issues around the bond strength and cyclic behaviour of tubular composites. A review of recent studies of bond strength between FRP and concrete and steel and concrete under static or cyclic loading using pushout tests is presented. In addition, the influence of different parameters on the pushout test results are summarised. Finally, recommendations for future studies are proposed.
KW - Bond strength
KW - Concrete filled FRP tube
KW - Fibre-reinforced polymer (FRP)
KW - Seawater and sea sand concrete
UR - http://www.scopus.com/inward/record.url?scp=85123415467&partnerID=8YFLogxK
U2 - 10.3390/fib10010008
DO - 10.3390/fib10010008
M3 - Review article
AN - SCOPUS:85123415467
SN - 2079-6439
VL - 10
SP - 1
EP - 26
JO - Fibers
JF - Fibers
IS - 1
M1 - 8
ER -