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<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.0//EN" "http://www.ncbi.nlm.nih.gov:80/entrez/query/static/PubMed.dtd"[]>
<ArticleSet>
  <Article>
    <Journal>
      <PublisherName>Science and Education Publishing</PublisherName>
      <JournalTitle>American Journal of Mechanical Engineering</JournalTitle>
      <Volume>2</Volume>
      <Issue>7</Issue>
      <PubDate PubStatus="epublish">
        <Year>2014</Year>
        <Month>10</Month>
        <Day>06</Day>
      </PubDate>
    </Journal>
    <ArticleTitle>Vibration of Single-Walled Carbon Nanotubes by Using Nonlocal Theory</ArticleTitle>
    <FirstPage>195</FirstPage>
    <LastPage>198</LastPage>
    <Language>EN</Language>
    <AuthorList>
      <Author>
        <FirstName>Jozef</FirstName>
        <LastName>Bocko</LastName>
        <Affiliation>Department of Applied Mechanics and Mechanical Engineering, Technical University of Košice, Faculty of Mechanical Engineering, Košice, Slovakia</Affiliation>
      </Author>
      <Author>
        <FirstName>Pavol</FirstName>
        <LastName>Lengvarsky</LastName>
      </Author>
    </AuthorList>
    <ArticleIdList>
      <ArticleId IdType="pii">AJME2014275</ArticleId>
      <ArticleId IdType="doi">10.12691/ajme-2-7-5</ArticleId>
    </ArticleIdList>
    <History>
      <PubDate PubStatus="received">
        <Year>2014</Year>
        <Month>09</Month>
        <Day>02</Day>
      </PubDate>
      <PubDate PubStatus="revised">
        <Year>2014</Year>
        <Month>09</Month>
        <Day>17</Day>
      </PubDate>
      <PubDate PubStatus="accepted">
        <Year>2014</Year>
        <Month>10</Month>
        <Day>06</Day>
      </PubDate>
    </History>
    <Abstract>The free bending vibration of single-walled carbon nanotubes (SWCNTs) is investigated in the present paper. A continuum approach based on nonlocal theory of beam bending is used for natural frequency computation. Analytical solutions of frequency equations are given for four types boundary conditions: clamped-free (C-F), simply-simply supported (S-S), clamped-simply supported (C-S) and clamped-clamped (C-C). The graphical representations of numerical results are shown for the first case of boundary conditions clamped end - free end.</Abstract>
  </Article>
</ArticleSet>