<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977"><efrbr-work:titleOfTheWork>Buckling simulation of a plate embedded in a unilaterally supported environment</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977"><efrbr-expression:titleOfTheExpression>Buckling simulation of a plate embedded in a unilaterally supported environment</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2015-10-12</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2009</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>Buckling of a von Kármán plate unilaterally connected with an elastic, Winkler-type, tensionless foundation on both sides is considered in this article. The plate is simply supported and subjected to compressive and tensile loads along its edges. A variational principle is formulated for the mechanical model. The variational problem is numerically solved by means of the spectral method and computational algorithm. The algorithm is based on Newton's scheme and a numerical continuation procedure which considers the contact conditions. The bifurcation phenomenon has been analyzed for different values of compressive and tensile loading parameters. The proposed algorithm is demonstrated with the help of numerical results. Finally, an application of the unilateral plate-bending model to layered tissues in biomechanics is considered.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">Mechanics based design of structures and machines</efrbr-expression:note><efrbr-expression:note type="journal volume">3</efrbr-expression:note><efrbr-expression:note type="journal number">37</efrbr-expression:note><efrbr-expression:note type="page range">349-370</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~gestavroulakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Stavroulakis Georgios
            Σταυρουλακης Γεωργιος
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="A474D580-3727-4583-8CCB-E04A69378F3F"><efrbr-person:nameOfPerson vocabulary="">
            Marta Kurutz
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://viaf.org/viaf/225090542"><efrbr-person:nameOfPerson vocabulary="VIAF">
            Muradova, Anna 1973-
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-concept:concept identifier="http://id.loc.gov/authorities/subjects/sh95001744"><efrbr-concept:termForTheConcept>
            Algorithm of Euclid
            Continued division
            Division, Continued
            Euclid algorithm
            Euclidian algorithm
            Euclid's algorithm
            euclidean algorithm
            algorithm of euclid
            continued division
            division continued
            euclid algorithm
            euclidian algorithm
            euclids algorithm
         </efrbr-concept:termForTheConcept></efrbr-concept:concept></efrbr:entities><efrbr:relationships><efrbr-structure:structureRelations><efrbr-structure:realizedThrough sourceEntity="work" sourceURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977" targetEntity="expression" targetURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977"/></efrbr-structure:structureRelations><efrbr-responsible:responsibleRelations><efrbr-responsible:createdBy sourceEntity="work" sourceURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977" targetEntity="person" targetURI="http://users.isc.tuc.gr/~gestavroulakis"/><efrbr-responsible:realizedBy sourceEntity="expression" sourceURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977" targetEntity="person" targetURI="http://users.isc.tuc.gr/~gestavroulakis" role="author"/><efrbr-responsible:realizedBy sourceEntity="expression" sourceURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977" targetEntity="person" targetURI="A474D580-3727-4583-8CCB-E04A69378F3F" role="author"/><efrbr-responsible:realizedBy sourceEntity="expression" sourceURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977" targetEntity="person" targetURI="http://viaf.org/viaf/225090542" role="author"/></efrbr-responsible:responsibleRelations><efrbr-subject:subjectRelations><efrbr-subject:hasSubject sourceEntity="work" sourceURI="http://purl.tuc.gr/dl/dias/C5E8F7CE-FF10-48C9-8F5A-B655DF4F2977" targetEntity="concept" targetURI="http://id.loc.gov/authorities/subjects/sh95001744"/></efrbr-subject:subjectRelations><efrbr-other:otherRelations/></efrbr:relationships></efrbr:recordSet>