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Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire

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Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire

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dc.contributor.author Medall-Martos, David es_ES
dc.contributor.author Espinós Capilla, Ana es_ES
dc.contributor.author ALBERO GABARDA, VICENTE es_ES
dc.contributor.author Romero, Manuel L. es_ES
dc.date.accessioned 2022-12-12T19:01:43Z
dc.date.available 2022-12-12T19:01:43Z
dc.date.issued 2022-12-15 es_ES
dc.identifier.issn 0141-0296 es_ES
dc.identifier.uri http://hdl.handle.net/10251/190610
dc.description.abstract [EN] Concrete-filled steel tubular (CFST) columns are composite sections that may contribute to reduce the envi-ronmental impact in construction through a more efficient use of resources. By embedding a steel profile inside a CFST section, a new typology is generated, the so-called steel-reinforced concrete-filled steel tubular (SR-CFST) columns, which may enhance not only the structural capacity of these composite columns at room temperature but also their fire performance. This paper focuses on studying the thermal behaviour of SR-CFST columns under fire conditions, for which purpose a two-dimensional finite element model was developed by the authors and validated by comparing the temperature distribution results with experimental tests available in the literature. Subsequently, parametric studies were carried out to analyse the influence of the relevant parameters - cross-section shape, outer tube thickness, inner steel profile dimensions, section factor - over the cross-sectional ca-pacity of SR-CFST columns exposed to a standard ISO 834 fire. Using the data obtained from the parametric studies, a simplified temperature distribution proposal was derived. In the presented proposal, the composite section was divided onto four components (hollow steel tube, concrete infill, inner steel profile web and flanges) and simplified equations and tables were developed through statistical data processing in order to find the representative equivalent temperature of each part of the section. By doing so, the reduced cross-sectional ca-pacity of a SR-CFST column at a given fire resistance period can be easily evaluated by using a single strength and stiffness value for each component of the section corresponding to its assigned equivalent temperature. This simplified approach may be helpful for practitioners in the fire design process of SR-CFST columns, for which the current provisions in Eurocode 4 Part 1.2 do not provide guidance in predicting the temperature field. es_ES
dc.description.sponsorship The authors would like to express their sincere gratitude for the help provided through the Grant PID2019-105908RB-I00 and for the first author's pre-doctoral contract through the Grant PRE2020-093106 funded by MCIN/AEI/10.13039/501100011033 and by "ESF Investing in your future". es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Engineering Structures es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Steel-reinforced concrete-filled steel tubular es_ES
dc.subject Columns es_ES
dc.subject Fire resistance es_ES
dc.subject Finite element model es_ES
dc.subject Thermal analysis, Simplified temperature proposal es_ES
dc.subject Eurocode 4 es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.engstruct.2022.115083 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2019-105908RB-I00/ES/USO DE MATERIALES DE ALTAS PRESTACIONES PARA LA MEJORA DE LA RESISTENCIA FRENTE AL FUEGO DE COLUMNAS MIXTAS CON SECCIONES DE ACERO EMBEBIDAS EN HORMIGON/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI//PRE2020-093106//USO DE MATERIALES DE ALTAS PRESTACIONES PARA LA MEJORA DE LA RESISTENCIA FRENTE AL FUEGO DE COLUMNAS MIXTAS CON SECCIONES DE ACERO EMBEBIDAS EN HORMIGON/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials es_ES
dc.description.bibliographicCitation Medall-Martos, D.; Espinós Capilla, A.; Albero Gabarda, V.; Romero, ML. (2022). Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire. Engineering Structures. 273:1-21. https://doi.org/10.1016/j.engstruct.2022.115083 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.engstruct.2022.115083 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 21 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 273 es_ES
dc.relation.pasarela S\475281 es_ES
dc.contributor.funder AGENCIA ESTATAL DE INVESTIGACION es_ES
dc.contributor.funder Universitat Politècnica de València es_ES


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