<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>University of Tabriz</PublisherName>
				<JournalTitle>Journal of Civil and Environmental Engineering</JournalTitle>
				<Issn>2008-7918</Issn>
				<Volume>48</Volume>
				<Issue>91</Issue>
				<PubDate PubStatus="epublish">
					<Year>2018</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Numerical Investigation on the Behavior of Castelated Plate Girders</ArticleTitle>
<VernacularTitle>Numerical Investigation on the Behavior of Castelated Plate Girders</VernacularTitle>
			<FirstPage>93</FirstPage>
			<LastPage>98</LastPage>
			<ELocationID EIdType="pii">7912</ELocationID>
			
<ELocationID EIdType="doi">10.22034/ceej.2018.7912</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Hedayat</FirstName>
					<LastName>Veladi</LastName>
<Affiliation>Faculty of Civil Engineering, University of Tabriz</Affiliation>

</Author>
<Author>
					<FirstName>Mehrdad</FirstName>
					<LastName>Shadfaran</LastName>
<Affiliation>Faculty of Civil Engineering, Sahand University of Technology</Affiliation>

</Author>
<Author>
					<FirstName>Seyed Farzad</FirstName>
					<LastName>Yasrebi</LastName>
<Affiliation>Faculty of Civil Engineering, Sahand University of Technology</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2018</Year>
					<Month>10</Month>
					<Day>09</Day>
				</PubDate>
			</History>
		<Abstract>In the Civil Engineering field, we have to search a structure with lower weight and cost, to reach minimal energy and materials. Since using of Cellular and Castellated Beams can provide higher bending strength and stiffness without increasing the weight of the structure, therefore, in the recent years, they have lionized by most of researchers. In some of structures like bridges, in order to large stiffness and high strength, we have to use special beams with large dimensions and height. On the other hand, to solve this necessity, it is not possible to use hot-rolled Castellated Beams. So Castellated plate girders can be used. In this paper, it is denoted that castellated plate girders can be used in long spans as a convenient choice.</Abstract>
			<OtherAbstract Language="FA">In the Civil Engineering field, we have to search a structure with lower weight and cost, to reach minimal energy and materials. Since using of Cellular and Castellated Beams can provide higher bending strength and stiffness without increasing the weight of the structure, therefore, in the recent years, they have lionized by most of researchers. In some of structures like bridges, in order to large stiffness and high strength, we have to use special beams with large dimensions and height. On the other hand, to solve this necessity, it is not possible to use hot-rolled Castellated Beams. So Castellated plate girders can be used. In this paper, it is denoted that castellated plate girders can be used in long spans as a convenient choice.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Castellated Beams</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Cellular Beams</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Design Variables</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Plate Girder</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">finite element method</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://ceej.tabrizu.ac.ir/article_7912_a91561501749f67911d7df20f41aa999.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
