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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Sharif University of Technology</PublisherName>
				<JournalTitle>Scientia Iranica</JournalTitle>
				<Issn>1026-3098</Issn>
				<Volume>24</Volume>
				<Issue>3</Issue>
				<PubDate PubStatus="epublish">
					<Year>2017</Year>
					<Month>06</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Three-dimensional axisymmetric responses of exponentially graded transversely isotropic tri-materials under interfacial loading</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>966</FirstPage>
			<LastPage>978</LastPage>
			<ELocationID EIdType="pii">4080</ELocationID>
			
<ELocationID EIdType="doi">10.24200/sci.2017.4080</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Y.</FirstName>
					<LastName>Zafari</LastName>
<Affiliation>School of Civil Engineering, College of Engineering, University of Tehran, Tehran, P.O. Box 11155-4563, Iran</Affiliation>

</Author>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Shahmohamadi</LastName>
<Affiliation>School of Civil Engineering, College of Engineering, University of Tehran, Tehran, P.O. Box 11155-4563, Iran</Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Khojasteh</LastName>
<Affiliation>School of Engineering Science, College of Engineering, University of Tehran, Tehran, P.O. Box 11155-4563, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Rahimian</LastName>
<Affiliation>School of Civil Engineering, College of Engineering, University of Tehran, Tehran, P.O. Box 11155-4563, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2015</Year>
					<Month>09</Month>
					<Day>11</Day>
				</PubDate>
			</History>
		<Abstract>In this paper, an analytical formulation is presented to study an exponentially graded transversely isotropic tri-material under applied axisymmetric point-load and patchload with the aid of Hankel transform and use of a potential function. The given formulation is shown to be reducible to the special cases of (1) an inhomogeneous nite layer on a rigid base; (2) exponentially graded bi-material or half-space under applied buried loads; (3) homogeneous tri-material or bi-material solid. Several numerical solutions are presented&lt;br /&gt;to explain inhomogeneity eect on the stress transfer process in the inhomogeneous threelayered medium by means of a fast and accurate numerical method.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Functionally graded material</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Exponentially graded</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Transversely isotropic</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Displacement potential</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Tri-material</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Axisymmetric green's function</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://scientiairanica.sharif.edu/article_4080_26175b101812b4f22012ffeaa811784d.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
