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    <subfield code="a">10.3989/mc.2022.03821</subfield>
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    <subfield code="2">sideral</subfield>
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    <subfield code="a">Salesa, Angel</subfield>
    <subfield code="0">(orcid)0000-0002-1342-8482</subfield>
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  <datafield tag="245" ind1=" " ind2=" ">
    <subfield code="a">Confinement of FRP concrete columns: Review of design guidelines and comparison with experimental results</subfield>
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    <subfield code="c">2022</subfield>
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    <subfield code="a">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.</subfield>
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    <subfield code="u">http://www.europeana.eu/rights/rr-f/</subfield>
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    <subfield code="b">249 / 343 = 0.726</subfield>
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    <subfield code="a">Mechanics of Materials</subfield>
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    <subfield code="a">Materials Science (miscellaneous)</subfield>
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  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Esteban Escaño, Luis Mariano</subfield>
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    <subfield code="a">Barris, Cristina</subfield>
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    <subfield code="g">72, 345 (2022), e274 [20 pp.]</subfield>
    <subfield code="p">Mater. constr.</subfield>
    <subfield code="t">MATERIALES DE CONSTRUCCION</subfield>
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