<front xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink"> <journal-meta> <journal-id journal-id-type="publisher-id">SV</journal-id> <journal-title-group> <journal-title>Shock and Vibration</journal-title> </journal-title-group> <issn pub-type="epub">1875-9203</issn> <issn pub-type="ppub">1070-9622</issn> <publisher> <publisher-name>Hindawi</publisher-name> </publisher> </journal-meta> <article-meta> <article-id pub-id-type="doi">10.1155/2018/3682370</article-id> <article-id pub-id-type="publisher-id">3682370</article-id> <article-categories> <subj-group subj-group-type="heading"> <subject>Research Article</subject> </subj-group> </article-categories> <title-group> <article-title>Analytical and Experimental Vibration of Sandwich Beams Having Various Boundary Conditions</article-title> </title-group> <contrib-group> <contrib contrib-type="author" id="U78289360"> <contrib-id contrib-id-type="orcid">http://orcid.org/0000-0002-5247-238X</contrib-id> <name> <surname>Joubaneh</surname> <given-names>Eshagh F.</given-names> </name> <email>farza1e@cmich.edu</email> <xref ref-type="aff" rid="I1"> <sup>1</sup> </xref> </contrib> <contrib contrib-type="author" id="U52927035" corresp="yes"> <contrib-id contrib-id-type="orcid">http://orcid.org/0000-0003-0671-1439</contrib-id> <name> <surname>Barry</surname> <given-names>Oumar R.</given-names> </name> <email>barry1o@cmich.edu</email> <xref ref-type="aff" rid="I1"> <sup>1</sup> </xref> <xref ref-type="aff" rid="I2"> <sup>2</sup> </xref> </contrib> <contrib contrib-type="author" id="U23975734"> <name> <surname>Tanbour</surname> <given-names>Hesham E.</given-names> </name> <email>hesham.tanbour@gmail.com</email> <xref ref-type="aff" rid="I1"> <sup>1</sup> </xref> </contrib> <contrib contrib-type="Academic Editor" id="U43752032"> <name> <surname>Strozzi</surname> <given-names>Matteo</given-names> </name> </contrib> </contrib-group> <aff id="I1"> <sup>1</sup> <addr-line>College of Engineering and Science</addr-line> <addr-line>Central Michigan University</addr-line> <addr-line>1200 S. Franklin St</addr-line> <addr-line>Mount Pleasant</addr-line> <addr-line>MI 48859</addr-line> <country>USA</country> <ext-link ext-link-type="domain-name">cmich.edu</ext-link> </aff> <aff id="I2"> <sup>2</sup> <addr-line>Department of Mechanical Engineering</addr-line> <addr-line>Virginia Tech</addr-line> <addr-line>635 Prices Fork Road</addr-line> <addr-line>Blacksburg</addr-line> <addr-line>VA 2406</addr-line> <country>USA</country> <ext-link ext-link-type="domain-name">vt.edu</ext-link> </aff> <pub-date pub-type="publication-year"> <year>2018</year> </pub-date> <pub-date pub-type="archival-date"><day>25</day><month>6</month><year>2018</year> </pub-date> <volume>2018</volume> <history> <date date-type="received"> <day>08</day> <month>02</month> <year>2018</year> </date> <date date-type="rev-recd"> <day>18</day> <month>04</month> <year>2018</year> </date> <date date-type="accepted"> <day>30</day> <month>04</month> <year>2018</year> </date> <date date-type="pub"><day>25</day><month>6</month><year>2018</year> </date> </history> <permissions> <copyright-year>2018</copyright-year> <copyright-holder> Copyright &#xa9; 2018 Eshagh F. Joubaneh et al.</copyright-holder> <license xlink:href="https://creativecommons.org/licenses/by/4.0/"> <license-p>This is an open access article distributed under the <ext-link xlink:href="http://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution License</ext-link>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</license-p> </license> </permissions> <abstract> <p>Generalized differential quadrature (GDQ) method is used to analyze the vibration of sandwich beams with different boundary conditions. The equations of motion of the sandwich beam are derived using higher-order sandwich panel theory (HSAPT). Seven partial differential equations of motions are obtained through the use of Hamilton&#x2019;s principle. The GDQ method is utilized to solve the equations of motion. Experiments are conducted to validate the proposed theory. The results from the analytical model are also compared to those from the literature and finite element method (FEM). Parametric studies are conducted to investigate the effects of different parameters on the natural frequency and response of the sandwich beam under various boundary conditions.</p> </abstract> <counts> <fig-count count="9"/><table-count count="4"/><ref-count count="29" /> <page-count count="15" /> </counts> </article-meta> </front>