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Quasi-static analysis of viscoplastic plates by the boundary element method

Providakis Konstantinos

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URIhttp://purl.tuc.gr/dl/dias/1BF4EF65-26F7-4B4F-9B82-803466F8BAE5-
Identifierhttps://doi.org/10.1016/0955-7997(93)90039-N-
Languageen-
Extent4 pagesen
TitleQuasi-static analysis of viscoplastic plates by the boundary element methoden
CreatorProvidakis Konstantinosen
CreatorΠροβιδακης Κωνσταντινοςel
Content SummaryA direct boundary element method (BEM) is developed for the determination of the time-dependent inelastic deflection of plates of arbitrary planform and under arbitrary boundary conditions to general lateral loading history. The governing differential equation is the nonhomogeneous biharmonic equation for the rate of small transverse deflection. The boundary integral formulation is derived by using a combination of the BEM and finite element methodology. The plate material is modelled as elastic-viscoplastic. Numerical examples for sample problems are presented to illustrate the method and to demonstrate its meritsen
Type of ItemPeer-Reviewed Journal Publicationen
Type of ItemΔημοσίευση σε Περιοδικό με Κριτέςel
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-17-
Date of Publication1993-
SubjectBuilding damage preventionen
SubjectBuilding protectionen
SubjectBuildings--Damage preventionen
SubjectProtection of buildingsen
Subjectbuildings protectionen
Subjectbuilding damage preventionen
Subjectbuilding protectionen
Subjectbuildings damage preventionen
Subjectprotection of buildingsen
Bibliographic CitationC.P. Providakis, "Quasi-static analysis of viscoplastic plates by the boundary element method," Eng. Analysis with Boun. El., vol. 11,no.4 pp. 265-268, 1993.doi:10.1016/0955-7997(93)90039-Nen

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