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Author:

Liu, Xin-Rang (Liu, Xin-Rang.) | Tian, Xiao-Geng (Tian, Xiao-Geng.) | Lu, Tian-Jian (Lu, Tian-Jian.) (Scholars:卢天健) | Liang, Bin (Liang, Bin.) | Wang, Yi-Qing (Wang, Yi-Qing.)

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EI Scopus CSCD PKU

Abstract:

Based on the verified effectiveness of the finite element method used here, the dynamic responses of two different hollow cylinders with equal masses were studied using LS-DYNA under three different blast loadings. One of the two cylinders had a sandwich wall with A3 steel face-sheets and close-celled aluminum foam core, and the other had a monolithic A3 steel wall. In addition, the blast-resistance behaviors of five different sandwich-walled hollow cylinders were studied. The results demonstrated that the sandwich-walled hollow cylinder is superior to the one with monolithic solid wall under the same blast loading, either in deformation or in energy absorption; for the sandwich-walled hollow cylinder, the thickness of its inner face-sheet should not be bigger than that of its outer face-sheet; and only in this condition, the global deformation of the sandwich-walled hollow cylinder can not only be reduced, but also the advantage of the energy absorption of foam core can be taken.

Keyword:

Aluminum foam Blast loading Face sheets Global deformations Hollow cylinders Resistance behaviors Sandwich Two cylinders

Author Community:

  • [ 1 ] [Liu, Xin-Rang;Tian, Xiao-Geng;Lu, Tian-Jian]State Key Laboratory for Mechanical Structural Strength and Vibration, Xi'an Jiaotong University, Xi'an 710049, China
  • [ 2 ] [Liang, Bin]Xuhai College, China University of Mining and Technology, Xuzhou 221008, China
  • [ 3 ] [Wang, Yi-Qing]State Key Laboratory for Mechanical Manufacturing Systems Engineering, Xi'an Jiaotong University, Xi'an 710049, China

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Source :

Zhendong yu Chongji/Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2012

Issue: 23

Volume: 31

Page: 166-173

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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