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Author:

Liao, Wei-Zhang (Liao, Wei-Zhang.) | Du, Xiu-Li (Du, Xiu-Li.) (Scholars:杜修力) | Tian, Zhi-Min (Tian, Zhi-Min.)

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EI Scopus PKU CSCD

Abstract:

The numerical simulation of the dynamic response inside partially-buried structures is studied out by the LS-DYNA3D program. During the simulation of the explosive loads, there are two methods. One is that equivalent pressure time-histories inside explosive cavity are used to simulate the loads. The other is that using a piece of DYNA3D material specifically designed for simulating high explosive detonation (ALE). The results indicate that the numerical simulated precision of method and the precision of Lagrangian method is very close. The precision of the ALE method is much higher than the above mentioned two methods, but more computing time is required. So the equivalent pressure time-histories inside explosive cavity method is superior in practice.

Keyword:

Underground structures Soil structure interactions Dynamic loads Dynamic response Explosives Computer simulation Blasting Finite element method

Author Community:

  • [ 1 ] [Liao, Wei-Zhang]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Du, Xiu-Li]Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Tian, Zhi-Min]Engineering Design and Research Academy of Canbao, Beijing 100850, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2007

Issue: 2

Volume: 33

Page: 155-159

Cited Count:

WoS CC Cited Count:

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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