›› 2009, Vol. 30 ›› Issue (S1): 271-275.

• Numerical Analysis • Previous Articles     Next Articles

Study of numerical simulation based on penetration experiments of Forrestal

LUAN Guang-bo, GE Xiu-run, LI Chun-guang, WANG Shui-lin   

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2009-03-20 Online:2009-08-10 Published:2011-03-16

Abstract:

When simulating the penetration of projectile into concrete targets, it is an important and complicated job to find a suitable material model of concrete and its parameters. A kinetic material model of concrete has many parameters which often add up to dozens; most of them cannot be obtained directly by experiments; even some of them are physically meaningless. In common cases, a few parameters can be experimentally measured in advance, and the rest parameters will be obtained by deduction according to computational results. In view of this condition, LS-DYNA provides users with a function which is able to generate parameters of concrete automatically. The function is developed by Schwer et al by means of a great deal of summaries on damage concrete model. It facilitates users to perform numerical simulations about the penetration of concrete to a large extent. In order to check the effectiveness of this function, the numerical simulation of Forrestal’s experiments is conducted, and the comparative analysis is performed for the results from computation , experiments and empirical formulations. The results show that the function is a simple and effective approach to study the penetration problems of projectile into concrete targets.

Key words: penetration, numerical simulation, projectile, concrete

CLC Number: 

  • TB 115
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