Harmonic analysis of shear deformable orthotropic cracked plates using the Boundary Element Method

dc.creatorUseche Vivero, Jairo
dc.creatorAlbuquerque E.L.
dc.creatorSollero P.
dc.date.accessioned2020-03-26T16:32:56Z
dc.date.available2020-03-26T16:32:56Z
dc.date.created2020-03-26T16:32:56Z
dc.date.issued2012
dc.identifierEngineering Analysis with Boundary Elements; Vol. 36, Núm. 11; pp. 1528-1535
dc.identifier09557997
dc.identifierhttps://hdl.handle.net/20.500.12585/9092
dc.identifier10.1016/j.enganabound.2012.05.002
dc.identifierUniversidad Tecnológica de Bolívar
dc.identifierRepositorio UTB
dc.identifier24537991200
dc.identifier7102992846
dc.identifier6602787349
dc.description.abstractIn this work, the modal and harmonic analysis of orthotropic shear deformable cracked plates using a direct time-domain Boundary Element Method formulation based on the elastostatic fundamental solution of the problem is presented. The Radial Integration Method was used for the treatment of domain integrals involving distributed domain applied loads and those related with inertial mass forces. Numerical examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2012 Elsevier Ltd. All rights reserved.
dc.languageeng
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.rightsAtribución-NoComercial 4.0 Internacional
dc.sourcehttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84861608853&doi=10.1016%2fj.enganabound.2012.05.002&partnerID=40&md5=4dd9774d30889b28b395f32e712f69c1
dc.titleHarmonic analysis of shear deformable orthotropic cracked plates using the Boundary Element Method


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