000112166 001__ 112166
000112166 005__ 20240319080953.0
000112166 0247_ $$2doi$$a10.3989/mc.2022.03821
000112166 0248_ $$2sideral$$a128005
000112166 037__ $$aART-2022-128005
000112166 041__ $$aeng
000112166 100__ $$0(orcid)0000-0002-1342-8482$$aSalesa, Angel
000112166 245__ $$aConfinement of FRP concrete columns: Review of design guidelines and comparison with experimental results
000112166 260__ $$c2022
000112166 5060_ $$aAccess copy available to the general public$$fUnrestricted
000112166 5203_ $$aA regulatory framework is required to ensure the correct design of Fibre-Reinforced Polymers (FRPs) increasingly being used as an externally-bonded strengthening system on concrete columns. Several design guidelines on the confinement of FRP concrete have been developed over the past few years worldwide, each proposing a different approach, resulting in different predictions. This study aims to evaluate and compare nine international design guidelines used to predict the compressive strength of confined concrete in FRP-strengthened concrete columns and weigh them against experimental results. The results of this investigation reveal that the predictions from the guidelines on the compressive strengthening of FRP-confined concrete are generally suitable for circular columns, with the ACI-440 and CNR-DT 200 guideline predictions being two of the most accurate. Nevertheless, the guidelines generally tend to overestimate the load-carrying capacity for the compressive strength of FRP-confined concrete in non-circular columns, for which further experimental work using large-scale specimens is required.
000112166 536__ $$9info:eu-repo/grantAgreement/ES/MICINN/PID2020-119015GB-C22
000112166 540__ $$9info:eu-repo/semantics/openAccess$$aAll rights reserved$$uhttp://www.europeana.eu/rights/rr-f/
000112166 590__ $$a2.1$$b2022
000112166 592__ $$a0.538$$b2022
000112166 591__ $$aMATERIALS SCIENCE, MULTIDISCIPLINARY$$b249 / 343 = 0.726$$c2022$$dQ3$$eT3
000112166 593__ $$aBuilding and Construction$$c2022$$dQ2
000112166 591__ $$aCONSTRUCTION & BUILDING TECHNOLOGY$$b41 / 68 = 0.603$$c2022$$dQ3$$eT2
000112166 593__ $$aMechanics of Materials$$c2022$$dQ2
000112166 593__ $$aMaterials Science (miscellaneous)$$c2022$$dQ2
000112166 594__ $$a3.3$$b2022
000112166 655_4 $$ainfo:eu-repo/semantics/article$$vinfo:eu-repo/semantics/publishedVersion
000112166 700__ $$0(orcid)0000-0002-3007-302X$$aEsteban Escaño, Luis Mariano
000112166 700__ $$aBarris, Cristina
000112166 773__ $$g72, 345 (2022), e274 [20 pp.]$$pMater. constr.$$tMATERIALES DE CONSTRUCCION$$x0465-2746
000112166 8564_ $$s2886063$$uhttps://zaguan.unizar.es/record/112166/files/texto_completo.pdf$$yVersión publicada
000112166 8564_ $$s2046721$$uhttps://zaguan.unizar.es/record/112166/files/texto_completo.jpg?subformat=icon$$xicon$$yVersión publicada
000112166 909CO $$ooai:zaguan.unizar.es:112166$$particulos$$pdriver
000112166 951__ $$a2024-03-18-13:19:19
000112166 980__ $$aARTICLE