完整後設資料紀錄
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dc.contributor.authorKuo, H. Y.en_US
dc.contributor.authorShih, C. L.en_US
dc.contributor.authorPan, E.en_US
dc.date.accessioned2020-07-01T05:22:10Z-
dc.date.available2020-07-01T05:22:10Z-
dc.date.issued2020-06-15en_US
dc.identifier.issn0020-7683en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.ijsolstr.2020.03.014en_US
dc.identifier.urihttp://hdl.handle.net/11536/154583-
dc.description.abstractMagnetoelectric (ME) coupling is of interest for a variety of applications, but it is weak in a single-phase material. Strain-coupled laminates are an efficient way to achieve a high ME coupling. In this paper, we first derive an exact solution for a simply supported multilayered anisotropic magneto-electro-elastic plate with interfacial magneto-electro-elasticity. It is expressed in terms of the extended pseudo Stroh formalism along with the propagator matrix method. The interface modulus and stress are considered by constructing an interface matrix. Based on this solution, sandwich plates made of different layups of piezoelectric and piezomagnetic materials are numerically studied. Our results indicate that for the given layup, it is possible to tune the ME coupling by the interface modulus and stress. Considering interface effect is common in nanoplate, this study could provide an extra channel for turning the ME coupling in the layered magneto-electro-elastic plates with possible device applications. (C) 2020 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectMagnetoelectric effecten_US
dc.subjectLaminated compositeen_US
dc.subjectInterface modulusen_US
dc.subjectInterface stressen_US
dc.titleEnhancing magnetoelectric effect in magneto-electro-elastic laminated composites via interface modulus and stressen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.ijsolstr.2020.03.014en_US
dc.identifier.journalINTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURESen_US
dc.citation.volume195en_US
dc.citation.spage66en_US
dc.citation.epage73en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000535725100006en_US
dc.citation.woscount0en_US
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