{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,4]],"date-time":"2026-01-04T08:07:54Z","timestamp":1767514074855,"version":"3.41.2"},"reference-count":40,"publisher":"FapUNIFESP (SciELO)","issue":"2","license":[{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"},{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"am","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"},{"start":{"date-parts":[[2024,1,1]],"date-time":"2024-01-01T00:00:00Z","timestamp":1704067200000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Rev. IBRACON Estrut. Mater."],"abstract":"<jats:p>Abstract Composite steel decking concrete slabs are an important structural member in building construction. Research on its thermal behavior should be developed to understand its fire performance. In this paper, a comparison of the temperature distribution in the cross-section of steel decking concrete slabs subjected to fire is made through three different procedures: (a) standardized analytical, (b) experimental and (c) numerical. The analytical method was the one proposed in NBR 14323 standard. The experimental tests corresponding to eight real-scale fire tests on composite slabs carried out by the authors. The numerical tests were done for the same configurations of the experimental tests and used the FEA software Abaqus. Steel decking temperatures obtained with NBR 14323 methodologies showed good convergence with the experimental and numerical ones. The same was not observed for the concrete, positive and negative rebar.<\/jats:p>","DOI":"10.1590\/s1983-41952024000200008","type":"journal-article","created":{"date-parts":[[2023,7,3]],"date-time":"2023-07-03T13:00:42Z","timestamp":1688389242000},"source":"Crossref","is-referenced-by-count":2,"title":["Temperature field of composite steel and concrete slabs in fire situation"],"prefix":"10.1590","volume":"17","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-0495-099X","authenticated-orcid":false,"given":"Fabr\u00edcio Longhi","family":"Bolina","sequence":"first","affiliation":[{"name":"Universidade do Vale do Rio dos Sinos,  Brasil"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-6865-7995","authenticated-orcid":false,"given":"Jo\u00e3o Paulo Correia","family":"Rodrigues","sequence":"additional","affiliation":[{"name":"Universidade de Coimbra,  Portugal"}]}],"member":"530","published-online":{"date-parts":[[2024]]},"reference":[{"issue":"98","key":"ref1","doi-asserted-by":"crossref","first-page":"154","DOI":"10.1016\/j.tws.2015.06.002","article-title":"Review of the high temperature mechanical and thermal properties of the steels used in cold formed steel structures - The case of the S280GD+Z steel","author":"Craveiro H. D.","year":"2016","journal-title":"Thin-walled Struct."},{"issue":"2","key":"ref2","doi-asserted-by":"crossref","first-page":"293","DOI":"10.1007\/s10694-012-0265-x","article-title":"Advanced modeling of composite slabs with thin-walled steel sheeting submitted to fire","volume":"49","author":"Pantousa D.","year":"2013","journal-title":"Fire Technol."},{"year":"2011","series-title":"Design of Composite Steel and Concrete Structures. Part 1.2 - Design Rules, Structural Fire Design, EN 1994-1-2","key":"ref3"},{"year":"1999","series-title":"Fire Resistance Tests - Elements of Building Construction, ISO 834-8","key":"ref4"},{"year":"1998","series-title":"The fire resistance of composite steel-concrete slabs","author":"Both C.","key":"ref5"},{"year":"2005","series-title":"Specification for Structural Steel Building, ANSI\/AISC 360-05","key":"ref6"},{"year":"2003","series-title":"Structural Use of Steelwork in Building, Part 8: Code of Practice for Fire Resistant Design, BS 5950-8","key":"ref7"},{"year":"2017","series-title":"Composite Steel-Concrete Construction for Buildings, AS\/NZS 2327","key":"ref8"},{"year":"2013","series-title":"Structural Fire Design of Steel and Composite Structures for Buildings, NBR 14323","key":"ref9"},{"issue":"8","key":"ref10","doi-asserted-by":"crossref","first-page":"815","DOI":"10.1016\/S0379-7112(01)00041-8","article-title":"Heat transfer analysis of the composite slab in the Cardington frame fire tests","volume":"36","author":"Lamont S.","year":"2001","journal-title":"Fire Saf. J."},{"key":"ref11","doi-asserted-by":"crossref","first-page":"25","DOI":"10.1016\/j.firesaf.2017.10.003","article-title":"Thermal performance of composite slabs with profiled steel decking exposed to fire effects","volume":"95","author":"Jiang J.","year":"2018","journal-title":"Fire Saf. J."},{"key":"ref12","article-title":"Comparative study of Light-Weight and Normal Concrete composite slabs behavior under fire conditions","volume":"207","author":"Del Coz-Diaz J. J.","year":"2020","journal-title":"Eng. Struct."},{"key":"ref13","doi-asserted-by":"crossref","first-page":"13","DOI":"10.1016\/j.engstruct.2019.02.008","article-title":"Finite element modelling of profiled steel deck composite slab system with engineered cementitious composite under monotonic loading","volume":"186","author":"Hossain K. M. A.","year":"2019","journal-title":"Eng. Struct."},{"key":"ref14","doi-asserted-by":"crossref","first-page":"79","DOI":"10.1016\/j.firesaf.2019.02.006","article-title":"Insulation effect of the concrete slab-steel deck interface in fire conditions and its influence on the structural fire behavior of composite floor systems","volume":"105","author":"Sharma S.","year":"2019","journal-title":"Fire Saf. J."},{"key":"ref15","article-title":"Shear behavior of steel-UHPC composite beams in waffle bridge deck","volume":"234","author":"Zhu J.-S.","year":"2020","journal-title":"Compos. Struct."},{"key":"ref16","doi-asserted-by":"crossref","first-page":"255","DOI":"10.1016\/j.tws.2018.10.012","article-title":"Experimental study on ferritic stainless steel trapezoidal decks for composite slabs in construction stage","volume":"134","author":"Arrayago I.","year":"2019","journal-title":"Thin-walled Struct."},{"key":"ref17","article-title":"Longitudinal shear strength prediction for steel-concrete composite slabs with additional reinforcement bars","volume":"166","author":"Grossi L. G. F.","year":"2020","journal-title":"J. Construct. Steel Res."},{"key":"ref18","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfailanal.2019.104199","article-title":"Failure modes for composite steel deck diaphragms subjected to in-plane shear forces \u2013 A review","volume":"107","author":"Rezaeian H.","year":"2020","journal-title":"Eng. Fail. Anal."},{"key":"ref19","doi-asserted-by":"crossref","DOI":"10.1016\/j.jcsr.2019.105906","article-title":"Recommendations for performance-based fire design of composite steel buildings using computational analysis","volume":"166","author":"Gernay T.","year":"2020","journal-title":"J. Construct. Steel Res."},{"key":"ref20","doi-asserted-by":"crossref","first-page":"144","DOI":"10.1016\/j.firesaf.2019.02.013","article-title":"Improved calculation method for insulation-based fire resistance of composite slabs","volume":"105","author":"Jiang J.","year":"2019","journal-title":"Fire Saf. J."},{"key":"ref21","doi-asserted-by":"crossref","first-page":"80","DOI":"10.1016\/j.firesaf.2016.12.003","article-title":"Identification of the thermal properties of concrete for the temperature calculation of concrete slabs and columns subjected to a standard fire \u2014 Methodology and proposal for simplified formulations","volume":"87","author":"Achenbach M.","year":"2017","journal-title":"Fire Saf. J."},{"issue":"4","key":"ref22","doi-asserted-by":"crossref","first-page":"392","DOI":"10.1016\/j.cemconres.2011.01.005","article-title":"Influence of the nature of aggregates on the behavior of concrete subjected to elevated temperature","volume":"41","author":"Xing Z.","year":"2011","journal-title":"Cement Concr. Res."},{"key":"ref23","series-title":"Concrete durability: scientific bases for formulating durable concrete according to the environment.","first-page":"605","volume-title":"The durability of concrete in fire","author":"Robert G.","year":"2014"},{"key":"ref24","article-title":"Properties of concrete at elevated temperatures","volume":"20174","author":"Kodur V.","year":"2014","journal-title":"ISRN Civ. Eng."},{"key":"ref25","doi-asserted-by":"crossref","first-page":"63","DOI":"10.1016\/j.firesaf.2017.02.009","article-title":"Experimental investigation on thermal and mechanical behavior of composite floors exposed to standard fire","volume":"89","author":"Li G.","year":"2017","journal-title":"Fire Saf. J."},{"year":"2002","series-title":"Experimental fire tests of two-way concrete slabs. Fire engineering research report 02\/12","author":"Lin L.","key":"ref26"},{"issue":"8","key":"ref27","doi-asserted-by":"crossref","first-page":"721","DOI":"10.1016\/S0379-7112(01)00037-6","article-title":"Fundamental principles of structural behavior under thermal effects","volume":"36","author":"Usmani A. S.","year":"2001","journal-title":"Fire Saf. 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Mater."},{"key":"ref30","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2021.113828","article-title":"Numerical study and proposal of new design equations for steel decking concrete slabs subjected to fire","volume":"253","author":"Bolina FL","year":"2022","journal-title":"Engineering Structures"},{"key":"ref31","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2021.112299","article-title":"Experimental analysis on the structural continuity effect in steel decking concrete slabs subjected to fire","volume":"240","author":"Bolina F. L.","year":"2021","journal-title":"Eng. Struct."},{"year":"2018","series-title":"Portland Cement \u2013 Requirements, NBR 16697","key":"ref32"},{"year":"2020","series-title":"Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM C39","key":"ref33"},{"year":"2007","series-title":"Steel for the Reinforcement of Concrete Structures \u2013 Specification, NBR 7480","key":"ref34"},{"year":"2018","series-title":"Tensile Testing Part 2: Tensile Testing Method of test at Elevated Temperature, DIN EN ISO 6892-2","key":"ref35"},{"year":"2014","series-title":"Test Methods for Determining the Contribution to the Fire Resistance of Structural Members: Horizontal protective membranes, BS EN 13381-1","key":"ref36"},{"year":"2016","series-title":"Abaqus analysis user\u2019s guide","key":"ref37"},{"year":"2015","series-title":"Heat and mass transfer: fundamentals & applications.","author":"\u00c7engel Y. 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C.","year":"1958","journal-title":"AIChE J."},{"year":"2007","series-title":"Fire Design of Concrete Structures - Materials, Structures and Modelling: State-of-art Report, FIB Bulletin 38","key":"ref40"}],"container-title":["Revista IBRACON de Estruturas e Materiais"],"original-title":["Campo t\u00e9rmico de lajes mistas em situa\u00e7\u00e3o de inc\u00eandio"],"link":[{"URL":"http:\/\/www.scielo.br\/scielo.php?script=sci_pdf&pid=S1983-41952024000200207&tlng=en","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,7,3]],"date-time":"2023-07-03T13:01:09Z","timestamp":1688389269000},"score":1,"resource":{"primary":{"URL":"http:\/\/www.scielo.br\/scielo.php?script=sci_arttext&pid=S1983-41952024000200207&tlng=en"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024]]},"references-count":40,"journal-issue":{"issue":"2","published-online":{"date-parts":[[2024]]}},"alternative-id":["S1983-41952024000200207"],"URL":"https:\/\/doi.org\/10.1590\/s1983-41952024000200008","relation":{},"ISSN":["1983-4195"],"issn-type":[{"type":"electronic","value":"1983-4195"}],"subject":[],"published":{"date-parts":[[2024]]},"article-number":"e17208"}}