G Li, A Zhang, W Jin, Y Xiao, H Li - Composite Structures, 2023 - Elsevier
The ACI440. 2R and other codes advice that the concrete can reach the compressive strain of 0.003 and there is no FRP debonding at the ultimate limit state of FRP-strengthened RC …
Fiber-reinforced polymer (FRP) ties can be used to provide tensile capacity to seismic- deficient concrete diaphragms, but there are no existing research or design provisions and …
Reinforced concrete (RC) walls can exhibit poor drift capacity and premature concrete crushing if the compression region lacks sufficient confinement. Although fiber-reinforced …
Fiber-reinforced polymers (FRP) have been extensively used in external strengthening and retrofitting of existing reinforced concrete (RC) structures. Beams strengthened with FRP …
A large number of parameters are involved in the behaviour of fibre reinforced polymers (FRP) anchors, which make it difficult to estimate the anchors' contribution to the anchored …
Premature shear failure in reinforced concrete (RC) beam–column joints (BCJs) or at the top of columns can significantly compromise a building's seismic response, leading to major …
W Sun, W Xu, J Zhao, W Li, H Li - Composite Structures, 2023 - Elsevier
FRP patch system can improve the tensile strength of anchor spikes and minimize the impacts of critical parameters. Then, the anchored FRP system can further develop the …
Spike anchors are one of the most promising techniques to prevent or delay debonding in FRP reinforcement sheets. There are several parameters affecting the anchors' capacity …