<?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>OICC Press</PublisherName>
<JournalTitle>Journal of Solid Mechanics</JournalTitle>
<Issn>2008-7683</Issn>
<Volume>1</Volume>
<Issue>2</Issue>
<PubDate PubStatus="epublish">
<Year>2009</Year>
<Month>07</Month>
<Day>30</Day>
</PubDate>
</Journal>
<ArticleTitle>Effect of Non-ideal Boundary Conditions on Buckling of Rectangular Functionally Graded Plates</ArticleTitle>
<VernacularTitle></VernacularTitle>
<FirstPage>91</FirstPage>
<LastPage>97</LastPage>
<ELocationID EIdType="doi"></ELocationID>
<Language>EN</Language>
<AuthorList>
<Author>
<FirstName>J</FirstName>
<LastName>Mohammadi</LastName>
<Affiliation>Department of Mechanical Engineering, Islamic Azad University, Arak Branch</Affiliation>
<Identifier Source="ORCID"></Identifier>
</Author>
<Author>
<FirstName>M</FirstName>
<LastName>Gheisary</LastName>
<Affiliation>Faculty of Engineering, Islamic Azad University, Khomein Branch</Affiliation>
<Identifier Source="ORCID"></Identifier>
</Author>
</AuthorList>
<PublicationType>Journal Article</PublicationType>
<History>
<PubDate PubStatus="received">
<Year>2009</Year>
<Month>07</Month>
<Day>30</Day>
</PubDate>
</History>
<Abstract>We have solved the governing equations for the buckling of rectangular functionally graded plates which one of its edges has small non-zero deflection and moment. For the case that the material properties obey a power law in the thickness direction, an analytical solution is obtained using the perturbation series. The applied in-plane load is assumed to be perpendicular to the edge which has non-ideal boundary conditions. Making use of the Linshtead-Poincare perturbation technique, the critical buckling loads are obtained. The results were then verified with the known data in the literature.</Abstract>
</Article>
</ArticleSet>