<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/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB"><efrbr-work:titleOfTheWork>Comparison of boundary element and finite element methods for dynamic analysis of elastoplastic plates</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB"><efrbr-expression:titleOfTheExpression>Comparison of boundary element and finite element methods for dynamic analysis of elastoplastic plates</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">2015-10-17</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">1999</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>Boundary and finite element methodologies for the determination of the response of inelastic plates are compared and critically discussed. Flexural dynamic plate bending problems are considered and a hardening elastoplastic constitutive model is used to describe material behaviour. The domain/boundary element methodology using linear boundary and quadratic interior elements and the finite element method with quadratic Mindlin plate elements are used in this work. The discretized equations of motion in both methodologies are solved by an efficient step-by-step time integration algorithm. Numerical results obtained are presented and compared in order to access the accuracy and computational efficiency of the two methods. In order to make the comparison as meaningful as possible, boundary and finite element computer codes developed by the author are used in this paper. In general, boundary elements appear to be a better choice than finite elements with respect to computational efficiency for the same level of accuracy.</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">Advances in Engineering Software</efrbr-expression:note><efrbr-expression:note type="journal volume">5</efrbr-expression:note><efrbr-expression:note type="journal number">30</efrbr-expression:note><efrbr-expression:note type="page range">353–360</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~kprovidakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Providakis Konstantinos
            Προβιδακης Κωνσταντινος
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-corporateBody:corporateBody identifier="http://www.elsevier.com/"><efrbr-corporateBody:nameOfTheCorporateBody vocabulary="S/R:PUBLISHERS">
            Elsevier
         </efrbr-corporateBody:nameOfTheCorporateBody></efrbr-corporateBody:corporateBody><efrbr-concept:concept identifier="http://id.loc.gov/authorities/subjects/sh85017790"><efrbr-concept:termForTheConcept>
            Building damage prevention
            Building protection
            Buildings--Damage prevention
            Protection of buildings
            buildings protection
            building damage prevention
            building protection
            buildings damage prevention
            protection of buildings
         </efrbr-concept:termForTheConcept></efrbr-concept:concept></efrbr:entities><efrbr:relationships><efrbr-structure:structureRelations><efrbr-structure:realizedThrough sourceEntity="work" targetEntity="expression" sourceURI="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB" targetURI="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB"/></efrbr-structure:structureRelations><efrbr-responsible:responsibleRelations><efrbr-responsible:createdBy sourceEntity="work" targetEntity="person" sourceURI="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB" targetURI="http://users.isc.tuc.gr/~kprovidakis"/><efrbr-responsible:realizedBy sourceEntity="expression" role="author" targetEntity="person" sourceURI="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB" targetURI="http://users.isc.tuc.gr/~kprovidakis"/><efrbr-responsible:realizedBy sourceEntity="expression" role="publisher" targetEntity="person" sourceURI="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB" targetURI="http://www.elsevier.com/"/></efrbr-responsible:responsibleRelations><efrbr-subject:subjectRelations><efrbr-subject:hasSubject sourceEntity="work" targetEntity="concept" sourceURI="http://purl.tuc.gr/dl/dias/8B3D070D-E472-4A58-A61C-AE77C8EEBBCB" targetURI="http://id.loc.gov/authorities/subjects/sh85017790"/></efrbr-subject:subjectRelations><efrbr-other:otherRelations/></efrbr:relationships></efrbr:recordSet>