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A NURBS-based IGA using zig-zag plate theory for nonlinear passive/semi-active damping analysis of laminated FG-CNTRC plates

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dc.contributor.authorNguyen-Thoi, T.-
dc.contributor.authorLy, Duy-Khuong-
dc.contributor.authorNguyen, Sy-Ngoc-
dc.contributor.authorMahesh, Vinyas-
dc.contributor.authorThongchom, Chanachai-
dc.date.accessioned2024-08-08T08:01:35Z-
dc.date.available2024-08-08T08:01:35Z-
dc.date.issued2024-02-
dc.identifier.issn0141-0296-
dc.identifier.issn1873-7323-
dc.identifier.urihttps://scholarworks.dongguk.edu/handle/sw.dongguk/20194-
dc.description.abstractThis study introduces an efficient and versatile numerical approach for simulating passive/semi-active damping treatments on laminated structures composed of functionally graded carbon nanotube-reinforced composites (FG-CNTRC) plates. This novel approach integrates an isogeometric finite element formulation that leverages basic functions generated from Non -Uniform Rational Basis Spline (NURBS) with the Murakami zig-zag theory, Von Karman's nonlinear strain-displacement model, and the electro-mechanical coupling properties of the constraining layers. The proposed isogeometric formulation can be transformed into the Laplace domain using the Golla-Hughes-McTavish model to successfully simulate the time-dependent passive/semi-active damping mechanism of viscoelastic materials. Subsequently, results obtained in the Laplace domain are reconverted into the time domain using inverse techniques. The validation of the proposed model through two numerical examples showcases its high reliability and demonstrates the feasibility of simulating and controlling FG-CNTRC plates with various geometries within a Computer-Aided Design-Computer-Aided Engineering (CAD-CAE) analysis framework.-
dc.format.extent22-
dc.language영어-
dc.language.isoENG-
dc.publisherElsevier Ltd-
dc.titleA NURBS-based IGA using zig-zag plate theory for nonlinear passive/semi-active damping analysis of laminated FG-CNTRC plates-
dc.typeArticle-
dc.publisher.location네델란드-
dc.identifier.doi10.1016/j.engstruct.2023.117243-
dc.identifier.scopusid2-s2.0-85178656267-
dc.identifier.wosid001160057900001-
dc.identifier.bibliographicCitationEngineering Structures, v.300, pp 1 - 22-
dc.citation.titleEngineering Structures-
dc.citation.volume300-
dc.citation.startPage1-
dc.citation.endPage22-
dc.type.docTypeArticle-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.subject.keywordPlusFREE-VIBRATION ANALYSES-
dc.subject.keywordPlusHIGHER-ORDER SHEAR-
dc.subject.keywordPlusVISCOELASTIC BEHAVIOR-
dc.subject.keywordPlusISOGEOMETRIC ANALYSIS-
dc.subject.keywordPlusDEFORMATION-THEORY-
dc.subject.keywordPlusDYNAMIC-ANALYSIS-
dc.subject.keywordPlusCOMPOSITE-
dc.subject.keywordPlusRESPONSES-
dc.subject.keywordPlusMODEL-
dc.subject.keywordAuthorIsogeometric approach (IGA)-
dc.subject.keywordAuthorMurakami zig-zag theory-
dc.subject.keywordAuthorSemi-active damping-
dc.subject.keywordAuthorPassive damping-
dc.subject.keywordAuthorViscoelastic material-
dc.subject.keywordAuthorFunctionally graded carbon nanotube reinforced composite (FG-CNTRC)-
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