Experimental and numerical analysis of CFRP-concrete joint bond behavior after exposure to wet-dry cycles

Performance of Reinforced Concrete Beams Strengthened by Bidirectional Carbon-Fiber-Reinforced Polymers Based on Numerical Models

“…Furthermore, research on the anchors of CFRP-strengthened structures was performed by Zhou et al [ 30 ], Zhang and Smith [ 31 ], Sun et al [ 32 ], Mostafa and Razaqpur [ 33 ], Pudleiner et al [ 34 ], Li et al [ 35 ], and Tatar et al [ 36 ]. In addition, research on the CFRP debonding caused by various environmental conditions has recently been conducted by Zhang et al [ 37 ], Al-lami et al [ 38 ], and Yin et al [ 39 ].…”

Flexural stiffness analysis of concrete elements with composite reinforcement under repeated load and elevated temperature

“…Environment, processing, and curing conditions affect the durability properties of epoxy adhesives (Marouani et al, 2012;Savvilotidou et al, 2017;Jahani et al, 2022;Li et al, 2022). The experimental evidence also proclaims that the solidification of epoxy adhesives cured in laboratory conditions typically reaches only 85% of its theoretical value (Choi et al, 2012;Blackburn et al, 2015;Tran et al, 2022;Al-Lami et al, 2023). Conversely, increasing the curing temperature significantly accelerates the hardening process and improves mechanical performance (Tatar, Milev, 2021;Ortiz et al, 2023).…”

“…Mechanical pulleys, usually double clamp pullers, guide rovings through the resin bath and maintain necessary tension. In some cases, fibers are injected through port holes in the heated die as they pass through; a method employed when shaping pultruded parts is non-linear or when forming hollow parts around heated mandrels (Brigante et al, 2014;Qin et al, 2018;Al-Lami et al, 2023;Blackburn et al, 2015).…”