Computer-simulations based development of a high strain-rate, large-deformation, high-pressure material model for STANAG 4569 sandy gravel

Soil Dynamics and Earthquake Engineering

Volumn 28, Issue 12, 2008, Pages 1045-1062

  Grujicic, M ^a   Pandurangan, B ^a   Coutris, N ^a   Cheeseman, B A ^b   Roy, W N ^b   Skaggs, R R ^b  

^a Clemson University   (United States)

^b U S ARMY RESEARCH LABORATORY   (United States)

Author keywords

Material model; Sandy gravel; STANAG 4569

Indexed keywords

ABILITY TESTING; ARMOR; BOMBS (ORDNANCE); COMPUTER TESTING; DEFORMATION; ELECTRIC BREAKDOWN; EQUATIONS OF STATE; GRAVEL; SOIL CONSERVATION; SOIL TESTING; SOILS; STANDARDIZATION; STRAIN RATE;

ARMORED VEHICLES; COMPUTATIONAL EXPERIMENTS; DEFORMATION AND FRACTURE; DYNAMIC SIMULATIONS; EQUATION OF STATE; EROSION BEHAVIOR; EXPERIMENTAL TESTING; GASEOUS PRODUCTS; GRAVEL PARTICLES; GRAVEL SOILS; HIGH STRAIN RATES; LAND MINES; MATERIAL MODEL; MATERIAL MODELLING; NATO STANDARDS; NON-LINEAR; SANDY GRAVEL; STANAG 4569; WATER SATURATIONS;

GEOLOGIC MODELS;

COMPUTER SIMULATION; DEFORMATION MECHANISM; DYNAMIC RESPONSE; EXPERIMENTAL STUDY; EXPLOSION; GRAVEL; HIGH PRESSURE; LANDMINE; PARAMETERIZATION; PRESSURE EFFECT; SANDY SOIL; STRAIN RATE;

EID: 53549101024     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.11.008     Document Type: Article

References (27)

1. STANAG 4569-Protection levels for occupants of logistics and light armored vehicles.
2. Grujicic M., Pandurangan B., Cheeseman B.A., Roy W.N., Skaggs R.R., and Gupta R. Parameterization of the porous-material model for sand with various degrees of water saturation. Soil Dyn Earthquake Eng 28 1 (2008) 20-35
3. Wang Z., Hao H., and Lu Y. A three-phase soil model for simulating stress wave propagation due to blast loading. Int J Numer Anal Methods Geomech 28 (2004) 33-56
4. Wang Z., and Lu Y. Numerical analysis on dynamic deformation mechanisms of soils under blast loading. Soil Dyn Earthquake Eng 23 (2003) 705-714
5. Loret B., and Khalili N. A three-phase model for unsaturated soils. Int J Num Anal Methods Geomech 24 (2000) 893-927
6. Grujicic M., Pandurangan B., Cheeseman B.A., Roy W.N., and Skaggs R.R. Impulse loading resulting from shallow buried explosives in water-saturated sand. J Mater Des Appl 220 (2006) 1-15
7. Grujicic M., Pandurangan B., Cheeseman B.A., and Roy W.N. Application of the modified compaction material model to soil with various degrees of water saturation. Shock Vib 14 (2007) 1-15
8. Henrych J. The dynamics of explosion and its use (1979), Elsevier Publications, New York, USA [chapter 5]
9. Drucker D.C., and Prager W. Soil mechanics and plastic analysis or limit design. Q Appl Math 10 (1952) 157-165
10. Laine P, Sandvik A. Derivation of mechanical properties for sand. In: Proceedings of the fourth Asia-Pacific conference on shock and impact loads on structures. Singapore: CI-Premier PTE TD; November 2001. p. 361-8.
11. Grujicic M., Pandurangan B., and Cheeseman B. A computational analysis of detonation of buried mines. Multidiscipline Modeling Mater Struct 2 (2006) 363-387
12. Grujicic M., Pandurangan B., and Cheeseman B. The effect of degree of saturation of sand on detonation phenomena associated with shallow-buried and ground-laid mines. J Shock Vib 13 (2006) 41-61
13. Bragov AM, Lomunov AK, Sergeichev IV, Tsembelis K, Proud WG. The determination of physicomechanical properties of soft soils from medium to high strain rates, November 2005, in process of submission.
14. Chapman DJ, Tsembelis K, Proud WG. The behavior of water saturated sand under shock-loading. In: Proceedings of the 2006 SEM annual conference and exposition on experimental and applied mechanics, vol. 2. 2006. p. 834-40.
15. Grujicic M, Pandurangan B, Coutris N, Cheeseman BA, Roy WN, Skaggs RR. Derivation and validation of a material model for clayey sand for use in landmine detonation computational analysis. Multidiscipline Modeling Mater Struct, May 2007, accepted for publication.
16. Fragaszy R.J. Modeling strength of sandy gravel. J Geotech Eng 118 6 (1992) 920-935
17. Day R.W. Discussion of modeling strength of sandy gravel. J Geotech Eng 119 11 (1993) 1858
18. AUTODYN-2D and 3D, version 6.1, user documentation, Century Dynamics Inc.; 2006.
19. Stein S., and Kim T. Effect of moisture on attraction force on beach sand. Mar Geosources Geotechnol 22 (2004) 33-47
20. Ashby M.F. Material selection in mechanical design. 3rd ed (2005), Butterworth-Heinemann, Stoneham, MA
21. Hardin B.O., and Kalinski M.E. Estimating the shear modulus of gravelly soils. J Geotech Geoenviron Eng 131 (2005) 868-880
22. Youngs D.L. Time-dependent multimaterial flow with large fluid distortion. In: Morton K.W., and Baines M.J. (Eds). Numerical methods for fluid dynamics (1982), Academic Press, New York
23. Noh W.F. A time-dependent two-space-dimensional coupled Eulerian-Lagrange code. Methods Comput Phys 3 (1962) 117-179
24. Tien Y.M., Wu P.L., Chuang W.S., and Wu L.H. Micromechanical model for compaction characteristics of bentonite-sand mixtures. Appl Clay Sci 26 (2004) 489-498
25. Perkins SW. Modeling of regolith structure interaction in extraterrestrial constructed facilities. PhD thesis, University of Colorado at Boulder, 1991.
26. Grujicic M., Pandurangan B., Haque I., Cheeseman B.A., and Skaggs R.R. A computational analysis of mine blast survivability of a commercial vehicle structure. Multidiscipline Modeling Mater Struct 3 (2007) 431-460
27. Grujicic M, Pandurangan B, Mocko GM, Cheeseman BA, Skaggs RR. A combined multi-material euler/lagrange computational analysis of blast loading resulting from detonation of buried landmines. Multidiscipline Modeling Mater Struct, March 2007, accepted for publication.