Continuum modeling of projectile impact and penetration in dry granular media

被引:54
作者
Dunatunga, Sachith [1 ]
Kamrin, Ken [1 ]
机构
[1] MIT, Dept Mech Engn, 77 Massachusetts Ave, Cambridge, MA 02139 USA
基金
美国国家科学基金会;
关键词
COLUMN COLLAPSE; POINT METHOD; SIMULATION; DYNAMICS;
D O I
10.1016/j.jmps.2016.12.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Modeling of impact into granular substrates is a topic of growing interest over the last decade. We present a fully continuum approach for this problem, which is shown to capture an array of experimentally observed behavior with regard to the intruder penetration dynamics as well as the flow and stress response of the granular media. The intruder is modeled as a stiff elastic body and the dry granular bulk is modeled using a 'trans-phase' constitutive relation. This relation has an elasto-viscoplastic response with pressure- and rate-sensitive yield behavior given by the mu(I) inertial rheology when the granular free volume is below a critical value. Above this critical value, the material is deemed to separate and is treated as a disconnected, stress-free medium. The Material Point Method is used to implement the impact problem numerically. Validations are conducted against a wide set of experimental data with a common granular material, which allows use of a single model calibration to test the agreement. In particular, continuum simulations of projectile impact with different shaped intruders and different impact energies show good agreement with experiments regarding of time-of-flight, penetration depth, and Poncelet drag force coefficients. Simultaneously, good agreement with experiments is found regarding the response of the granular media during impact, such as the pressure wave propagation process during the initial stage of impact, the flow fields that develop under the moving intruder, and the free-surface dynamics.
引用
收藏
页码:45 / 60
页数:16
相关论文
共 42 条
[1]   Material Point Method for Coupled Hydromechanical Problems [J].
Abe, Keita ;
Soga, Kenichi ;
Bandara, Samila .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (03)
[2]   DYNAMICS OF A PROJECTILE PENETRATING SAND [J].
ALLEN, WA ;
MAYFIELD, EB ;
MORRISON, HL .
JOURNAL OF APPLIED PHYSICS, 1957, 28 (03) :370-376
[3]   Dynamics of shallow impact cratering [J].
Ambroso, MA ;
Kamien, RD ;
Durian, DJ .
PHYSICAL REVIEW E, 2005, 72 (04)
[4]  
Andersen S., 2013, TECH REP
[5]  
Anderson S, 2009, P 22 NORD SEM COMP M, P129
[6]   Coupling of soil deformation and pore fluid flow using material point method [J].
Bandara, Samila ;
Soga, Kenichi .
COMPUTERS AND GEOTECHNICS, 2015, 63 :199-214
[7]  
Bardenhagen SG, 2001, CMES-COMP MODEL ENG, V2, P509
[8]  
Bardenhagen SG, 2004, CMES-COMP MODEL ENG, V5, P477
[9]   MICROMECHANICAL ASPECTS OF ISOTROPIC GRANULAR ASSEMBLIES WITH LINEAR CONTACT INTERACTIONS [J].
BATHURST, RJ ;
ROTHENBURG, L .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1988, 55 (01) :17-23
[10]   Granular impact model as an energy-depth relation [J].
Clark, A. H. ;
Behringer, R. P. .
EPL, 2013, 101 (06)