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Author:

Wei, Nan (Wei, Nan.) | Ye, Hongling (Ye, Hongling.) | Zhang, Xing (Zhang, Xing.) | Li, Jicheng (Li, Jicheng.) | Yuan, Boshuai (Yuan, Boshuai.)

Indexed by:

EI Scopus

Abstract:

Lattice sandwich beams are often subjected to vibrations when they are used. The aim of this study was to explore the vibration characteristics of the octet-truss lattice core sandwich beam by translating discrete octet-truss core to the continuous homogenization material. The natural frequencies of which are obtained by theoretical calculation and numerical simulation. The theoretical solutions are in good agreement with the numerical results. It demonstrates that the theoretical approach is effective to compute the natural frequency. Furthermore, the influences of truss member radius and thin sheets ply on the natural frequencies are also discussed. The outcomes indicate that the octet-truss lattice core sandwich beam's natural frequencies are controlled via selecting the appropriate truss member radius and the face sheets thickness. © 2021 Institute of Physics Publishing. All rights reserved.

Keyword:

Trusses Natural frequencies Sandwich structures Vibration analysis Composite beams and girders

Author Community:

  • [ 1 ] [Wei, Nan]Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wei, Nan]College of Mechanical and Architectural Engineering, Taishan University, Shandong, Taian; 271000, China
  • [ 3 ] [Ye, Hongling]Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zhang, Xing]Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Li, Jicheng]Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Yuan, Boshuai]Faculty of Materials and Manufacturing, Beijing University of Technology, Beijing; 100124, China

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Source :

ISSN: 1742-6588

Year: 2021

Issue: 1

Volume: 2125

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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