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<ArticleSet>
<Article>
<Journal>
				<PublisherName>University of Tehran Press</PublisherName>
				<JournalTitle>Journal of Computational Applied Mechanics</JournalTitle>
				<Issn>2423-6713</Issn>
				<Volume>52</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2021</Year>
					<Month>06</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>A new calculation method for the temperature of the components of composite slabs under fire</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>206</FirstPage>
			<LastPage>214</LastPage>
			<ELocationID EIdType="pii">81124</ELocationID>
			
<ELocationID EIdType="doi">10.22059/jcamech.2021.316216.584</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Paulo A.G.</FirstName>
					<LastName>Piloto</LastName>
<Affiliation>Polytechnic Institute of Bragança; Bragança; Portugal</Affiliation>

</Author>
<Author>
					<FirstName>Carlos</FirstName>
					<LastName>Balsa</LastName>
<Affiliation>Polytechnic Institute of Bragança; Bragança; Portugal</Affiliation>

</Author>
<Author>
					<FirstName>Fernando</FirstName>
					<LastName>Ribeiro</LastName>
<Affiliation>Federal University of Technology - Paraná; Campo Mourão; Brazil</Affiliation>

</Author>
<Author>
					<FirstName>Ronaldo</FirstName>
					<LastName>Rigobello</LastName>
<Affiliation>Federal University of Technology - Paraná; Campo Mourão; Brazil</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2020</Year>
					<Month>12</Month>
					<Day>28</Day>
				</PubDate>
			</History>
		<Abstract>Composite steel-concrete slabs are structural elements composed of a profiled steel deck which acts as a permanent formwork to the concrete topping. This layer is commonly reinforced with individual rebars and an anti-crack mesh. The Annex D of the EN 1994-1-2 provides guidelines for the calculation of the temperature of the steel components of composite slabs subjected to the standard fire. However, no revisions were made to these calculation rules during the last years. This paper proposes a new method for the estimation of the temperature of the parts of the steel deck and the rebars as well. The proposed methodology is derived from numerical analyses using a 3-D finite element model, considering perfect thermal contact between the materials.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Composite slabs</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Fire resistance</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Numerical simulation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Calculation method</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jcamech.ut.ac.ir/article_81124_11fd8144177c536d80b4fb3f38ed095c.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
