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Serviceability behaviour of reinforced UHPFRC tensile elements: Assessment of the ratio between maximum and average crack widths

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Serviceability behaviour of reinforced UHPFRC tensile elements: Assessment of the ratio between maximum and average crack widths

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dc.contributor.author Khorami, M. es_ES
dc.contributor.author Navarro-Gregori, Juan es_ES
dc.contributor.author Serna Ros, Pedro es_ES
dc.date.accessioned 2022-03-11T19:01:52Z
dc.date.available 2022-03-11T19:01:52Z
dc.date.issued 2021-10-11 es_ES
dc.identifier.issn 0950-0618 es_ES
dc.identifier.uri http://hdl.handle.net/10251/181396
dc.description.abstract [EN] This study aimed to evaluate the maximum crack width formed under tensile stresses for two reinforced ultrahigh performance fibre-reinforced concrete (UHPFRC) types with different steel fibre volume contents, and to compare them to average values. The maximum crack width values can more than double the average ones based on the applied tensile strain. The difference between maximum and average crack widths should be considered for examining UHPFRC structures for the serviceability and durability design. This paper also introduces appropriate statistical procedures for developing fragility curves based on cracking data by assuming that they can be represented by Rice distribution functions. es_ES
dc.description.sponsorship This study forms part of Project BIA2016-78460-C3-1-R, supported by the Ministry of Economy and Competitiveness of Spain. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Construction and Building Materials es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Serviceability behaviour es_ES
dc.subject Tensile elements es_ES
dc.subject UHPFRC es_ES
dc.subject Cracking behaviour es_ES
dc.subject Durability es_ES
dc.subject Fragility curve es_ES
dc.title Serviceability behaviour of reinforced UHPFRC tensile elements: Assessment of the ratio between maximum and average crack widths es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.conbuildmat.2021.124513 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI//BIA2016-78460-C3-1-R//BASES PARA EL DISEÑO DE ESTRUCTURAS SOSTENIBLES DE HORMIGON DE MUY ALTO RENDIMIENTO A NIVEL PRENORMATIVO/ es_ES
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Khorami, M.; Navarro-Gregori, J.; Serna Ros, P. (2021). Serviceability behaviour of reinforced UHPFRC tensile elements: Assessment of the ratio between maximum and average crack widths. Construction and Building Materials. 303:1-14. https://doi.org/10.1016/j.conbuildmat.2021.124513 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.conbuildmat.2021.124513 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 14 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 303 es_ES
dc.relation.pasarela S\444488 es_ES
dc.contributor.funder AGENCIA ESTATAL DE INVESTIGACION es_ES


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