Numerical modeling of projectile penetration into dry sand

Li Jie; Li Meng-shen; Li Hong; Shi Cun-cheng

doi:10.11883/1001-1455(2015)05-0633-08

Volume 35 Issue 5

Nov. 2015

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Li Jie, Li Meng-shen, Li Hong, Shi Cun-cheng. Numerical modeling of projectile penetration into dry sand[J]. Explosion And Shock Waves, 2015, 35(5): 633-640. doi: 10.11883/1001-1455(2015)05-0633-08

Citation:

Li Jie, Li Meng-shen, Li Hong, Shi Cun-cheng. Numerical modeling of projectile penetration into dry sand[J]. Explosion And Shock Waves, 2015, 35(5): 633-640. doi: 10.11883/1001-1455(2015)05-0633-08

Li Jie, Li Meng-shen, Li Hong, Shi Cun-cheng. Numerical modeling of projectile penetration into dry sand[J]. Explosion And Shock Waves, 2015, 35(5): 633-640. doi: 10.11883/1001-1455(2015)05-0633-08

Citation:

Li Jie, Li Meng-shen, Li Hong, Shi Cun-cheng. Numerical modeling of projectile penetration into dry sand[J]. Explosion And Shock Waves, 2015, 35(5): 633-640. doi: 10.11883/1001-1455(2015)05-0633-08

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Numerical modeling of projectile penetration into dry sand

doi: 10.11883/1001-1455(2015)05-0633-08

Li Jie^{1, 2},
Li Meng-shen^{1, 3, 4
,
,},
Li Hong⁴,
Shi Cun-cheng^{1, 5}

1.
State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, PLA University of Science and Technology, Nanjing 210007, Jiangsu, China
2.
School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, Jiangsu, China
3.
Department of Airfield and Building Engineering, Air Force Engineering University, Xi'an 710038, Shaanxi, China
4.
Designing Institute of Engineering Research, Headquarters of Shenyang Military Area Command, Shenyang 110162, Liaoning, China
5.
The Second Artillery Command College, Wuhan 430012, Hubei, China

Received Date: 2014-04-04
Rev Recd Date: 2014-07-23
Publish Date: 2015-10-10

Abstract

Abstract

Assuming that sand grains are incompressible, a compaction equation for porous dry sand was derived by applying the dynamic systolic model of a spherical cavity and the generalized Mises strength criterion. Based on the Hugoniot jump condition and the Grüneisen parameter, the equation of state for dry sand was given by considering porous compaction. According to the associated flow rule, the elasto-plastic stress-strain relationships of dry sand under large deformation were obtained. By means of the dynamic finite element computing method, the above models were used to analyze the penetration process of dry sand by a projectile. The results show that the models can reflect the reverse influence of sand pore evolution on the stress-strain state in the high-velocity penetration process, and can accurately describe the dynamic response of dry sand under high-velocity penetration.
- mechanics of explosion,
- porous compaction,
- finite element,
- dry sand,
- high-velocity penetration

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References(19)

References

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