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Nonlinear Thermo-Structural Analysis of Lightweight Concrete and Steel Decking Composite Slabs under Fire Conditions: Numerical and Experimental Comparison

dc.contributor.authorMartínez Martínez, Juan Enrique 
dc.contributor.authorÁlvarez Rabanal, Felipe Pedro 
dc.contributor.authorAlonso Martínez, Mar 
dc.contributor.authorCoz Díaz, Juan José del 
dc.date.accessioned2022-09-19T07:37:56Z
dc.date.available2022-09-19T07:37:56Z
dc.date.issued2022-09-16
dc.identifier.citationApplied Sciences, 12(18) (2022); doi:10.3390/app12189306
dc.identifier.urihttp://hdl.handle.net/10651/64800
dc.description.abstractComposite slabs with steel decking profiles are widely used in building construction. However, the literature on the fire resistance of lightweight concrete (LWC) composite slabs with steel decking is limited. In this work, the thermo-structural performance of LWC composite slabs with trapezoidal steel decking was studied under fire conditions. A total of 12 experimental fire tests were carried out using specimens of 160 mm thickness, 1120 mm width and 2030 mm length, in which nine composite slabs were made of LWC and the remaining three slabs were made of normal concrete (NC) to serve as a benchmark for comparison. All the samples were tested in a furnace following EN 13381-5, applying the standardized time–temperature curve and constant load. During the experimental tests, phenomena such as the vaporization of the free water inside LWC, debonding between steel decking and concrete and changes in material properties affected the thermo-structural performance of composite slabs. The test results show that the load-bearing capacity of lighter slabs does not assure the minimum structural behavior of R30. However, the lighter the concrete is, the lower the thermal transmittance, improving the slabs’ thermal performance under fire conditions. Advanced nonlinear numerical models were developed to predict the thermal and structural performance of the studied LWC composite slabs in terms of temperature and time-displacement. The influences of key factors such as vaporization, thermal strains and debonding were included using material properties and a thermal contact conductance interlayer. Finally, the nonlinear models and the experimental results were compared. The difference between the experimental and numerical values was less than 15%, showing that the numerical results were in good agreement with the experimental results. The results of this study also compared the performance of LWC composite slabs with the NC composite slabs, giving rise to interesting conclusions from a practical point of view.spa
dc.description.sponsorshipThis research was funded by Ministry of Science, Innovation and Universities of Spain, under project with funding number PGC2018-098459-B-I00, co-financed with EU FEDER funds. Furthermore, the authors also thank the regional funders through the Asturian Government and the Foundation for the Promotion in Asturias of Applied Scientific Research and Technology (FICYT), co-financed with EU FEDER funds under Research Project with funding number AYUD/2021/51328.spa
dc.description.sponsorshipThis research was funded by Ministry of Science, Innovation and Universities of Spain, under project with funding number PGC2018-098459-B-I00, co-financed with EU FEDER funds. Fur- thermore, the authors also thank the regional funders through the Asturian Government and the Foundation for the Promotion in Asturias of Applied Scientific Research and Technology (FICYT), co-financed with EU FEDER funds under Research Project with funding number AYUD/2021/51328.
dc.format.extent1-23spa
dc.language.isoengspa
dc.publisherMDPIspa
dc.relation.ispartofApplied Sciences, 12(18)spa
dc.rights© 2022 by the authors
dc.rightsCC Reconocimiento 4.0 Internacional
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectLightweight concretespa
dc.subjectComposite slabsspa
dc.subjectFire resistance analysisspa
dc.subjectNumerical simulationspa
dc.subjectFinite Element Methodspa
dc.titleNonlinear Thermo-Structural Analysis of Lightweight Concrete and Steel Decking Composite Slabs under Fire Conditions: Numerical and Experimental Comparisonspa
dc.typejournal articlespa
dc.identifier.doi10.3390/app12189306
dc.relation.projectIDPGC2018-098459-B-I00spa
dc.relation.projectIDAYUD/2021/51328spa
dc.relation.publisherversionhttps://doi.org/10.3390/app12189306
dc.rights.accessRightsopen accessspa
dc.type.hasVersionVoR


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