Ostrowski, Krzysztof AdamChastre, CarlosFurtak, KazimierzMalazdrewicz, Seweryn2023-03-272023-03-272022-04-011996-1944PURE: 57060406PURE UUID: aa160edf-a6c8-42a4-980a-40b2620f9257Scopus: 85128729233WOS: 000786717000001ORCID: /0000-0002-7708-6995/work/131712665http://hdl.handle.net/10362/151291Funding Information: This research was supported by the Polish National Agency for Academic Exchange no.: PPN/IWA/2019/1/00155/U/00001 (Iwanowska programme). Publisher Copyright: © 2022 by the authors. Licensee MDPI, Basel, Switzerland.Fibre-reinforced polymer materials (FRP) are increasingly used to reinforce structural elements. Due to this, it is possible to increase the load-bearing capacity of polymer, wooden, concrete, and metal structures. In this article, the authors collected all the crucial aspects that influence the behaviour of concrete elements reinforced with FRP. The main types of FRP, their characterization, and their impact on the load-carrying capacity of a composite structure are discussed. The most significant aspects, such as type, number of FRP layers including fibre orientation, type of matrix, reinforcement of concrete columns, preparation of a concrete surface, fire-resistance aspects, recommended conditions for the lamination process, FRP laying methods, and design aspects were considered. Attention and special emphasis were focused on the description of the current research results related to various types of concrete reinforced with FRP composites. To understand which aspects should be taken into account when designing concrete reinforcement with composite materials, the main guidelines are presented in tabular form.202504430engAFRPBFRPcement matrixCFRPcompressive strengthconcreteepoxy resinFRPGFRPreinforcementGeneral Materials ScienceCondensed Matter PhysicsConsideration of Critical Parameters for Improving the Efficiency of Concrete Structures Reinforced with FRPjournal article10.3390/ma15082774https://www.scopus.com/pages/publications/85128729233