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Investigation on High Velocity Impact of Projectile on Double Layered Geomaterial

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

This study investigated the high velocity impact phenomena of a projectile on double layered geomaterial consisting of soil and rock. Experiments were conducted to analyze the penetration depth of the projectile and the geomaterial behavior; the projectile perforated the 950 mm thick soil and penetrated 53 mm of the rock. The 3D scans were performed on the surfaces of the soil and the rock after impact. In the case of soil, radial cracks, a crater, and a tunnel were observed on the impact surface; the average crater diameters on the impact and exit surfaces were 193.06 and 270.75 mm, respectively. In the case of rock, an elliptical crater was formed with the major and minor radii of 259 and 148 mm, while radial cracks were not observed. A finite element analysis was performed to predict the projectile behavior, which showed a good agreement with the experimental results; the analysis predicted the penetration depth by 4.7% of error compared to the experimental results. Furthermore, it was noted that the projectile loses about 38.7% of the kinetic energy while perforating the soil, then it loses about 61.3% of the kinetic energy while penetrating the rock. The findings of the present study can contribute to design strategies for projectile impacting various in-situ underground conditions including double layered structures.

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References

  • ASTM D698-12e2 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698-12e2, ASTM International, West Conshohocken, PA, USA

    Google Scholar 

  • Barsotti M, Sammarco E, Stevens D (2016) Comparison of strategies for landmine modeling in LS-DYNA with sandy soil material model development. Proceedings of 14th international LS-DYNA users conference, June 12–14, Dearborn, MI, USA

  • Bell FG (1992) Engineering in rock masses. Butterworth Publication, London, UK, 351–369

    Google Scholar 

  • Børvik T, Dey S, Olovsson L (2015) Penetration of granular materials by small-arms bullets. International Journal of Impact Engineering 75:123–139, DOI: https://doi.org/10.1016/j.ijimpeng.2014.07.016

    Article  Google Scholar 

  • Busch CL, Tarefder RA (2017) Evaluation of appropriate material models in LS-DYNA for MM-ALE finite element simulations of small-scale explosive airblast tests on clay soils. Indian Geotechnical Journal 47(2):173–186, DOI: https://doi.org/10.1007/s40098-016-0196-4

    Article  Google Scholar 

  • Chen WF, Mizuno E (1990) Nonlinear analysis in soil mechanics: Theory and implementation. Elsevier Science Publishers, Amsterdam, The Netherlands, 3–12

    Google Scholar 

  • Cheon JM, Choi Y (2016) Effect of projectile incident angle on penetration of steel plates. International Journal of Precision Engineering and Manufacturing 17(12):1721–1727, DOI: https://doi.org/10.1007/s12541-016-0199-1

    Article  Google Scholar 

  • Cheon JM, Choi Y (2020) Influence of projectile velocity on penetration into a steel plate. International Journal of Precision Engineering and Manufacturing 21(1):137–144, DOI: https://doi.org/10.1007/s12541-019-00079-z

    Article  Google Scholar 

  • Chian SC, Tan BCV, Sarma A (2017) Projectile penetration into sand: Relative density of sand and projectile nose shape and mass. International Journal of Impact Engineering 103:29–37, DOI: https://doi.org/10.1016/j.ijimpeng.2017.01.002

    Article  Google Scholar 

  • Dwivedi SK, Teeter RD, Felice CW, Gupta YM (2008) Two dimensional mesoscale simulations of projectile instability during penetration in dry sand. Journal of Applied Physics 104(8):083502, DOI: https://doi.org/10.1063/1.2999391

    Article  Google Scholar 

  • Forrestal MJ, Luk VK (1992) Penetration into soil targets. International Journal of Impact Engineering 12(3):427–444, DOI: https://doi.org/10.1016/0734-743X(92)90167-R

    Article  Google Scholar 

  • Ghazali S, Algarni M, Bai Y, Choi Y (2020) A study on the plasticity and fracture of the AISI 4340 steel alloy under different loading conditions and considering heat-treatment effects. International Journal of Fracture 225(1):69–87, DOI: https://doi.org/10.1007/s10704-020-00466-y

    Article  Google Scholar 

  • Gingold RA, Monaghan, JJ (1977) Smoothed particle hydrodynamics: Theory and application to non-spherical stars. Monthly Notices of the Royal Astronomical Society 181(3):375–389, DOI: https://doi.org/10.1093/mnras/181.3.375

    Article  MATH  Google Scholar 

  • Hallquist JO (2006) LS-DYNA theory manual. Livermore Software Technology Corporation, Livermore, CA, USA

    Google Scholar 

  • Hallquist JO (2007) LS-DYNA keyword user’s manual. Livermore Software Technology Corporation, Livermore, CA, USA

    Google Scholar 

  • Hallquist JO (2013) LS-DYNA keyword user’s manual: Volume II. Material models. LS-DYNA R11, Livermore Software Technology Corporation, Livermore, CA, USA

    Google Scholar 

  • Jaeger JC, Cook NG, Zimmerman R (2009) Fundamentals of rock mechanics. John Wiley & Sons, Hoboken, NJ, USA, 1–60

    Google Scholar 

  • Jiang H, Zhao J (2015) Calibration of the continuous surface cap model for concrete. Finite Elements in Analysis and Design 97:1–19, DOI: https://doi.org/10.1016/j.finel.2014.12.002

    Article  Google Scholar 

  • Laine L, Sandvik A (2001) Derivation of mechanical properties for sand. Proceedings of the 4th Asia-Pacific conference on shock and impact loads on structures, November 21–23, Singapore

  • Lee KZZ, Chang NY, Chang KT (2007) Determination of cap model parameters using drained conventional triaxial compression test results. Proceedings of modernization and optimization of existing dams and reservoirs: 27th annual USSD conference, March 5–9, Philadelphia, PA, USA

  • Lucy LB (1977) A numerical approach to the testing of the fission hypothesis. The Astronomical Journal 82:1013–1024, DOI: https://doi.org/10.1086/112164

    Article  Google Scholar 

  • Luk VK, Forrestal MJ, Amos DE (1991) Dynamic spherical cavity expansion of strain-hardening materials. Journal of Applied Mechanics 58(1):1–6, DOI: https://doi.org/10.1115/1.2897150

    Article  Google Scholar 

  • Ma GW, An XM (2008) Numerical simulation of blasting-induced rock fractures. International Journal of Rock Mechanics and Mining Sciences 45(6):966–975, DOI: https://doi.org/10.1016/j.ijrmms.2007.12.002

    Article  Google Scholar 

  • Markovich N, Kochavi E, Ben-Dor G (2011) An improved calibration of the concrete damage model. Finite Elements in Analysis and Design 47(11):1280–1290, DOI: https://doi.org/10.1016/j.finel.2011.05.008

    Article  Google Scholar 

  • Min G, Oh S, Park S, Cho S (2019) Evaluation of the dynamic shear strength of rocks under confining pressure. Proceedings of the 2019 rock dynamics summit, May 7–11, Okinawa, Japan

  • Murray YD (2007) User’s manual for LS-DYNA concrete material model 159. No. FHWA-HRT-05-062, Federal Highway Administration Office of Research Development and Technology, Washington DC, USA

    Google Scholar 

  • Rabczuk T, Belytschko T (2004) Cracking particles: A simplified meshfree method for arbitrary evolving cracks. International Journal for Numerical Methods in Engineering 61(13):2316–2343, DOI: https://doi.org/10.1002/nme.1151

    Article  MATH  Google Scholar 

  • Rabczuk T, Belytschko T (2007) A three-dimensional large deformation meshfree method for arbitrary evolving cracks. Computer Methods in Applied Mechanics and Engineering 196(29–30):2777–2799, DOI: https://doi.org/10.1016/j.cma.2006.06.020

    Article  MathSciNet  MATH  Google Scholar 

  • Rabczuk T, Zi G, Bordas S, Nguyen-Xuan H (2010) A simple and robust three-dimensional cracking-particle method without enrichment. Computer Methods in Applied Mechanics and Engineering 199(37–40):2437–2455, DOI: https://doi.org/10.1016/j.cma.2010.03.031

    Article  MATH  Google Scholar 

  • Ren H, Zhuang XY, Anitescu C, Rabczuk T (2019) An explicit phase field method for brittle dynamic fracture. Computers & Structures 217:45–56, DOI: https://doi.org/10.1016/j.compstruc.2019.03.005

    Article  Google Scholar 

  • Ren H, Zhuang X, Cai Y, Rabczuk T (2016) Dual-horizon peridynamics. International Journal for Numerical Methods in Engineering 108(12): 1451–1476, DOI: https://doi.org/10.1002/nme.5257

    Article  MathSciNet  Google Scholar 

  • Ren H, Zhuang X, Rabczuk T (2017) Dual-horizon peridynamics: A stable solution to varying horizons. Computer Methods in Applied Mechanics and Engineering 318:762–782, DOI: https://doi.org/10.1016/j.cma.2016.12.031

    Article  MathSciNet  MATH  Google Scholar 

  • Schock RN, Abey AE, Heard HC, Louis H (1972) Mechanical properties of granite from the Taourirt Tan Afella Massif, Algeria. No. UCRL-51296, Livermore Lawrence Livermore Laboratory, Livermore, CA, USA

    Book  Google Scholar 

  • Schwer L, Barsotti M (2018) An engineering approach to estimating partially saturated soil constitutive properties using LS-DYNA. Proceedings of 15th international LS-DYNA users conference, June 10–12, Dearborn, MI, USA

  • Schwer L, Murray Y (2002) Continuous surface cap model for geomaterial modeling. Proceedings of 7th international LS-DYNA users conference, May 19–21, Detroit, MI, USA

  • Steinberg DJ (1987) Spherical explosions and the equation of state of water. No. UCID-20974, Lawrence Livermore National Laboratory, Livermore, CA, USA

    Book  Google Scholar 

  • Wang Z, Hao H, Lu Y (2004) A three-phase soil model for simulating stress wave propagation due to blast loading. International Journal for Numerical and Analytical Methods in Geomechanics 28(1):33–56, DOI: https://doi.org/10.1002/nag.325

    Article  MATH  Google Scholar 

  • Wu Y, Crawford JE (2015) Numerical modeling of concrete using a partially associative plasticity model. Journal of Engineering Mechanics 141(12):04015051, DOI: https://doi.org/10.1061/(ASCE)EM.1943-7889.0000952

    Article  Google Scholar 

  • Young CW (1997) Penetration equations. No. SAND-97-2426, Sandia National Laboratories, Albuquerque, NM, USA

    Book  Google Scholar 

  • Zaman MM, Desai CS, Faruque MO (1982) An algorithm for determining parameters for cap model from raw laboratory test data. Proceedings of 4th international conference on numerical methods in geomechanics, May 31–June 4, Edmonton, AB, Canada

Download references

Acknowledgments

This research was supported by the financial support provided by the Agency for Defense Development (Grant No. ADD-UE161097GD). This work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (Ministry of Science and ICT) (Grant No. 2021R1F1A1062111). This research was supported by the Chung-Ang University Research Grants in 2020.

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Correspondence to Youngsik Choi.

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Lee, J., Choi, Y. & Bai, Y. Investigation on High Velocity Impact of Projectile on Double Layered Geomaterial. KSCE J Civ Eng 26, 2089–2096 (2022). https://doi.org/10.1007/s12205-022-0874-y

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  • DOI: https://doi.org/10.1007/s12205-022-0874-y

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