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dc.date.accessioned 2021-08-31T17:19:23Z
dc.date.available 2021-08-31T17:19:23Z
dc.date.issued 2019-12-19
dc.identifier.uri http://sedici.unlp.edu.ar/handle/10915/123855
dc.description.abstract In this work, a numerical analysis of the dynamic frequency responses of sandwich plates with micro-lattice core is presented. The finite element analysis is implemented in the commercial software Abaqus/Standard, calculating the natural frequencies and eigenmodes of sandwich plates containing defects on the micro-lattice structure. In order to include the presence of defects, an aleatory algorithm is developed in MATLAB. The effect of the damage percentage, cell type, cell size and material on the frequency and modal responses of the sandwich plates is highlighted. Results show that the dynamic frequency response may be useful for analysing practical issues related to non-destructive damage identification of imperfections in the micro-lattice core of sandwich structures. en
dc.format.extent 31-41 es
dc.language en es
dc.subject Micro-lattice es
dc.subject Sandwich structure es
dc.subject Free vibration analysis es
dc.subject Finite element analysis es
dc.title Numerical analysis of the dynamic frequency responses of damaged micro-lattice core sandwich plates en
dc.type Articulo es
sedici.identifier.other doi:10.1177/0309324719890958 es
sedici.identifier.issn 0309-3247 es
sedici.identifier.issn 2041-3130 es
sedici.creator.person Braun, Matías es
sedici.creator.person Ivañez, Inés es
sedici.creator.person Aranda Ruiz, Josué es
sedici.subject.materias Ingeniería es
sedici.description.fulltext true es
mods.originInfo.place Facultad de Ingeniería es
sedici.subtype Articulo es
sedici.rights.license Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
sedici.rights.uri http://creativecommons.org/licenses/by-nc-sa/4.0/
sedici.description.peerReview peer-review es
sedici.relation.journalTitle The Journal of Strain Analysis for Engineering Design es
sedici.relation.journalVolumeAndIssue vol. 55, no. 1-2 es


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Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) Excepto donde se diga explícitamente, este item se publica bajo la siguiente licencia Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)