- -

Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author ALBERO GABARDA, VICENTE es_ES
dc.contributor.author Serra Mercé, Enrique es_ES
dc.contributor.author Espinós Capilla, Ana es_ES
dc.contributor.author Romero, Manuel L. es_ES
dc.contributor.author Hospitaler Pérez, Antonio es_ES
dc.date.accessioned 2021-02-17T04:31:47Z
dc.date.available 2021-02-17T04:31:47Z
dc.date.issued 2020-02 es_ES
dc.identifier.issn 0143-974X es_ES
dc.identifier.uri http://hdl.handle.net/10251/161596
dc.description.abstract [EN] Slim-floor beams have attracted the attention of designers in the last decades, owing to their ability for supporting intermediate loads without increasing the floor thickness. However, the behaviour of this type of beams at elevated temperatures has not been well understood yet. This paper presents the results of an experimental campaign carried out at the testing facilities of the Universitat Politecnica de Valencia, Spain, where a series of slim-floor configurations were exposed to elevated temperatures into an electrical furnace. These tests had the novelty of considering different slim-floor beam typologies, as well as alternative ways for thermal protection, such as using intumescent coating, stainless steel or lightweight concrete into different cross-section parts. The test results were used to validate a finite element thermal model which allows for a detailed analysis of the cross-section thermal behaviour and the assessment of different ways to improve the slim-floor beam fire performance. The temperature results were subsequently imported into a computer code developed by the authors where a non-linear procedure was applied to obtain the plastic bending capacity of the cross-section at elevated temperatures. These final results reveal the different thermal performance of the analysed configurations and are used as a basis for providing design recommendations for future slim-floor developments. es_ES
dc.description.sponsorship The authors would like to express their sincere gratitude to the Spanish "Ministerio de Economia y Competitividad" for the help provided through the Project BIA2015-67192-R and to the European Union through the FEDER funds. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Journal of Constructional Steel Research es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Steel-concrete composite beams es_ES
dc.subject Fire resistance es_ES
dc.subject Slim-floor beam es_ES
dc.subject Electric furnace es_ES
dc.subject Thermal experiments es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.subject.classification INGENIERIA AEROESPACIAL es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.jcsr.2019.105897 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MINECO//BIA2015-67492-R/ES/MEJORA DEL COMPORTAMIENTO RESISTENTE FRENTE A ALTAS TEMPERATURAS DE VIGAS MIXTAS "SLIM-FLOOR" CON MATERIALES AVANZADOS/ es_ES
dc.rights.accessRights Abierto 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. 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. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Albero Gabarda, V.; Serra Mercé, E.; Espinós Capilla, A.; Romero, ML.; Hospitaler Pérez, A. (2020). Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments. Journal of Constructional Steel Research. 165:1-11. https://doi.org/10.1016/j.jcsr.2019.105897 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.jcsr.2019.105897 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 11 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 165 es_ES
dc.relation.pasarela S\399053 es_ES
dc.contributor.funder European Regional Development Fund es_ES
dc.contributor.funder Ministerio de Economía y Competitividad es_ES
dc.description.references Newman, G. M. (1995). Fire resistance of slim floor beams. Journal of Constructional Steel Research, 33(1-2), 87-100. doi:10.1016/0143-974x(94)00016-b es_ES
dc.description.references Kim, H. J., Kim, H. Y., & Park, S. Y. (2011). An Experimental Study on Fire Resistance of Slim Floor Beam. Applied Mechanics and Materials, 82, 752-757. doi:10.4028/www.scientific.net/amm.82.752 es_ES
dc.description.references Ma, Z., & Mäkeläinen, P. (2006). Structural behaviour of composite slim floor frames in fire conditions. Journal of Constructional Steel Research, 62(12), 1282-1289. doi:10.1016/j.jcsr.2006.04.026 es_ES
dc.description.references Ellobody, E. (2011). Nonlinear behaviour of unprotected composite slim floor steel beams exposed to different fire conditions. Thin-Walled Structures, 49(6), 762-771. doi:10.1016/j.tws.2011.02.002 es_ES
dc.description.references Romero, M. L., Albero, V., Espinós, A., & Hospitaler, A. (2019). Fire design of slim‐floor beams. Stahlbau, 88(7), 665-674. doi:10.1002/stab.201900030 es_ES
dc.description.references Zaharia, R., & Franssen, J. M. (2012). Simple equations for the calculation of the temperature within the cross-section of slim floor beams under ISO Fire. Steel & Composite structures, 13(2), 171-185. doi:10.12989/scs.2012.13.2.171 es_ES
dc.description.references Tao, Z., Ghannam, M., Song, T.-Y., & Han, L.-H. (2016). Experimental and numerical investigation of concrete-filled stainless steel columns exposed to fire. Journal of Constructional Steel Research, 118, 120-134. doi:10.1016/j.jcsr.2015.11.003 es_ES
dc.description.references Han, L.-H., Chen, F., Liao, F.-Y., Tao, Z., & Uy, B. (2013). Fire performance of concrete filled stainless steel tubular columns. Engineering Structures, 56, 165-181. doi:10.1016/j.engstruct.2013.05.005 es_ES
dc.description.references Gardner, L., Insausti, A., Ng, K. T., & Ashraf, M. (2010). Elevated temperature material properties of stainless steel alloys. Journal of Constructional Steel Research, 66(5), 634-647. doi:10.1016/j.jcsr.2009.12.016 es_ES
dc.description.references Chen, J., & Young, B. (2006). Stress–strain curves for stainless steel at elevated temperatures. Engineering Structures, 28(2), 229-239. doi:10.1016/j.engstruct.2005.07.005 es_ES
dc.description.references Albero, V., Espinós, A., Serra, E., Romero, M. L., & Hospitaler, A. (2019). Numerical study on the flexural behaviour of slim-floor beams with hollow core slabs at elevated temperature. Engineering Structures, 180, 561-573. doi:10.1016/j.engstruct.2018.11.061 es_ES
dc.description.references Romero, M. L., Cajot, L.-G., Conan, Y., & Braun, M. (2015). Fire design methods for slim-floor structures. Steel Construction, 8(2), 102-109. doi:10.1002/stco.201510012 es_ES
dc.description.references Sharma, S., Vaddamani, V. T., & Agarwal, A. (2019). Insulation effect of the concrete slab-steel deck interface in fire conditions and its influence on the structural fire behavior of composite floor systems. Fire Safety Journal, 105, 79-91. doi:10.1016/j.firesaf.2019.02.006 es_ES
dc.description.references Alam, N., Nadjai, A., Ali, F., & Nadjai, W. (2018). Structural response of unprotected and protected slim floors in fire. Journal of Constructional Steel Research, 142, 44-54. doi:10.1016/j.jcsr.2017.12.009 es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem