In-plane free vibration and response analysis of isotropic rectangular plates using the dynamic stiffness method.
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| Title: | In-plane free vibration and response analysis of isotropic rectangular plates using the dynamic stiffness method. |
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| Authors: | Nefovska-Danilovic, M.1 marija@grf.bg.ac.rs, Petronijevic, M.1 |
| Source: | Computers & Structures. May2015, Vol. 152, p82-95. 14p. |
| Subjects: | Free vibration, Response surfaces (Statistics), Isotropic properties, Structural plates, Stiffness (Mechanics), Boundary value problems |
| Abstract: | The development of the dynamic stiffness matrix for isotropic rectangular plate with arbitrary boundary conditions undergoing in-plane free vibration is presented in this paper. Gorman’s superposition method is exploited to obtain the solution of the governing equations of motion. The dynamic stiffness matrix is derived using the Projection method. The obtained results are in good agreement with the results obtained using exact solutions for some special cases and also with finite element solutions. Modeling of plates undergoing in-plane vibration using dynamic stiffness method demonstrate high precision, accuracy and low memory requirement in comparison with the finite element method. [ABSTRACT FROM AUTHOR] |
| Copyright of Computers & Structures is the property of Pergamon Press - An Imprint of Elsevier Science and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 101926523 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: In-plane free vibration and response analysis of isotropic rectangular plates using the dynamic stiffness method. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Nefovska-Danilovic%2C+M%2E%22">Nefovska-Danilovic, M.</searchLink><relatesTo>1</relatesTo><i> marija@grf.bg.ac.rs</i><br /><searchLink fieldCode="AR" term="%22Petronijevic%2C+M%2E%22">Petronijevic, M.</searchLink><relatesTo>1</relatesTo> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Computers+%26+Structures%22">Computers & Structures</searchLink>. May2015, Vol. 152, p82-95. 14p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Free+vibration%22">Free vibration</searchLink><br /><searchLink fieldCode="DE" term="%22Response+surfaces+%28Statistics%29%22">Response surfaces (Statistics)</searchLink><br /><searchLink fieldCode="DE" term="%22Isotropic+properties%22">Isotropic properties</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+plates%22">Structural plates</searchLink><br /><searchLink fieldCode="DE" term="%22Stiffness+%28Mechanics%29%22">Stiffness (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Boundary+value+problems%22">Boundary value problems</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: The development of the dynamic stiffness matrix for isotropic rectangular plate with arbitrary boundary conditions undergoing in-plane free vibration is presented in this paper. Gorman’s superposition method is exploited to obtain the solution of the governing equations of motion. The dynamic stiffness matrix is derived using the Projection method. The obtained results are in good agreement with the results obtained using exact solutions for some special cases and also with finite element solutions. Modeling of plates undergoing in-plane vibration using dynamic stiffness method demonstrate high precision, accuracy and low memory requirement in comparison with the finite element method. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Computers & Structures is the property of Pergamon Press - An Imprint of Elsevier Science and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1016/j.compstruc.2015.02.001 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 14 StartPage: 82 Subjects: – SubjectFull: Free vibration Type: general – SubjectFull: Response surfaces (Statistics) Type: general – SubjectFull: Isotropic properties Type: general – SubjectFull: Structural plates Type: general – SubjectFull: Stiffness (Mechanics) Type: general – SubjectFull: Boundary value problems Type: general Titles: – TitleFull: In-plane free vibration and response analysis of isotropic rectangular plates using the dynamic stiffness method. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Nefovska-Danilovic, M. – PersonEntity: Name: NameFull: Petronijevic, M. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 05 Text: May2015 Type: published Y: 2015 Identifiers: – Type: issn-print Value: 00457949 Numbering: – Type: volume Value: 152 Titles: – TitleFull: Computers & Structures Type: main |
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