Resumen: A regulatory framework is required to ensure the correct design of Fibre-Reinforced Polymers (FRPs) increasingly being used as an externally-bonded strengthening system on concrete columns. Several design guidelines on the confinement of FRP concrete have been developed over the past few years worldwide, each proposing a different approach, resulting in different predictions. This study aims to evaluate and compare nine international design guidelines used to predict the compressive strength of confined concrete in FRP-strengthened concrete columns and weigh them against experimental results. The results of this investigation reveal that the predictions from the guidelines on the compressive strengthening of FRP-confined concrete are generally suitable for circular columns, with the ACI-440 and CNR-DT 200 guideline predictions being two of the most accurate. Nevertheless, the guidelines generally tend to overestimate the load-carrying capacity for the compressive strength of FRP-confined concrete in non-circular columns, for which further experimental work using large-scale specimens is required. Idioma: Inglés DOI: 10.3989/mc.2022.03821 Año: 2022 Publicado en: MATERIALES DE CONSTRUCCION 72, 345 (2022), e274 [20 pp.] ISSN: 0465-2746 Factor impacto JCR: 2.1 (2022) Categ. JCR: MATERIALS SCIENCE, MULTIDISCIPLINARY rank: 249 / 343 = 0.726 (2022) - Q3 - T3 Categ. JCR: CONSTRUCTION & BUILDING TECHNOLOGY rank: 41 / 68 = 0.603 (2022) - Q3 - T2 Factor impacto CITESCORE: 3.3 - Materials Science (Q3) - Engineering (Q2)