Abstract
The parameters of the Grigoryan soil model are determined using an experimental-computational method previously proposed and the results of reversed experiments on penetration of projectiles with flat and hemispherical heads at impact velocities of 50–450 m/sec in sandy soil. It is shown that the quasistationary dependences of the resistance force on impact velocity obtained in the reversed experiment can be used to solve problems of deep penetration of projectile in soil with an error not exceeding the measurement error.
Similar content being viewed by others
References
Kh. A. Rakhmatullin, A. Ya. Sagomonyan, and N. A. Alekseev, Problems of Soil Dynamics [in Russian], Izd. Mosk. Gos. Univ., Moscow (1964).
A. Ya. Sagomonyan, Penetration [in Russian], Izd. Mosk. Gos. Univ., Moscow (1974).
V. N. Aptukov, Applied Theory of Penetration [in Russian], Nauka, Moscow (1992).
V. M. Fomin, A. I. Gulidov, G. A. Sapozhnikov, et al., High-Velocity Interaction of Bodies [in Russian], Izd. Sib. Otd. Ross. Akad. Nauk, Novosibirsk (1999).
M. E. Backman and W. Goldsmith, “The mechanics of penetration of projectiles into targets,” Int. J. Eng. Sci., 16, No. 1, 1–99 (1978).
W. Goldsmith, “Non-ideal projectiles impact on targets,” Int. J. Impact Eng., 22, No. 1, 95–395 (1999).
A. G. Gorshkov and D. V. Tarlakovskii, Impact on Soil: Mechanics of Contact Interactions [in Russian], Fizmatlit, Moscow (2001), pp. 409–416.
Yu. K. Bivin, V. V. Viktorov, and L. P. Stepanov, “Motion of a solid in clay,” Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela, No. 2, 159–165 (1978).
Yu. N. Bukharev, V. P. Gandurin, A. E. Korablev, et al., “Experimental study of the penetration of a rigid projectile in a clay medium and snow,” in: Applied Problems of Strength and Plasticity: An Analysis and Optimization of Structures [in Russian], Nizhny Novgorod State University, Novgorod (1991), pp. 99–106.
G. E. Hauver, “Penetration with instrumented rods,” Int. J. Eng. Sci., 16, No. 11, 871–877 (1978).
B. V. Balandin and A. M. Bragov, “Experimental technique for measuring resistance forces during interaction of a projectile with soil,” in: Applied Problems of Strength and Plasticity: Methods of Solution [in Russian], Nizhny Novgorod State University, Novgorod (1991), pp. 101–104.
Yu. K. Bivin, “Motion of a solid in a perturbed medium,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 5, 91–98 (2002).
Yu. K. Bivin, V. V. Viktorov, and B. Ya. Kovalenko, “Determination of the dynamic characteristics of soils using a penetration method,” Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela, No. 3, 105–110 (1980).
Yu. K. Bivin, V. A. Kolesnikov, and L. M. Flitman, “Determination of the mechanical properties of media using a dynamic penetration method,” Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela, No. 3, 181–185 (1982).
I. K. Kokhanenko, S. F. Maklakov, and V. A. Prishchepa, “Determination of the shear strength of soil under dynamic loading,” Izv. Akad. Nauk SSSR, Mekh. Tverd. Tela, No. 4, 182–184 (1990).
Yu. N. Bukharev, A. E. Korablev, and M. I. Khaimovich, “Experimental determination of shear stress on the projectile surface during dynamic penetration in soil,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 2, 186–188 (1995).
D. B. Balashov and N. V. Zvolinskii, “Flow of an elastoplastic medium past a cone,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 3, 46–53 (1996).
L. Ya. Lyubin and A. S. Povitzkii, “Oblique impact of a solid on soils,” J. Appl. Mech. Tech. Phys., No. 1, 55–60 (1966).
F. M. Borodich, “Dynamic interaction of blunted axisymmetric solids on soil,” Prikl. Mekh., 24, No. 11, 117–121 (1988).
L. M. Flitman, “High-velocity nonseparation elastoplastic flow around a blunted body,” Prikl. Mat. Mekh., 54, No. 4, 642–651 (1990).
A. G. Akopyan, “Penetration of a rigid cone into a plastically orthotropic half-space,” J. Appl. Mech. Tech. Phys., No. 5, 159–163 (1991).
D. A. Demen’shin and S. V. Krylov, “Numerical modeling of normal penetration of solids in porous soils,” in: Applied Problems of Strength and Plasticity: Numerical Modeling of Physicomechanical Processes, Nizhny Novgorod State University, Nizhny Novgorod (1991), pp. 103–106.
S. S. Grigoryan, “Approximate solution of the problem of penetration of a body in soil,” Izv. Ross. Akad. Nauk, Mekh. Zhidk. Gaza, No. 4, 18–24 (1993).
V. A. Kolesnikov, “Calculation of the trajectory and estimation of the dimensions of the strain localization zone during penetration of a sphere in soil,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 2, 59–64 (1997).
K. Yu. Osipenko and I. V. Simonov, “Supersonic flow of a porous medium around a cone,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 2, 87–96 (2001).
M. J. Forrestal, D. B. Longcope, F. R. Norwood, et al., “A model to estimate forces on conical penetrators into dry porous rock,” Trans. ASME, J. Appl. Mech., 48, No. 3. 25–29 (1981).
X. W. Chen and Q. M. Li, “Deep penetration of a non-deformable projectile with different geometrical characteristics,” Int. J. Impact Eng., 27, 619–637 (2002).
T. L. Warren, S. J. Hanchak, and K. L. Poormon, “Penetration of limestone targets by head-nosed VAR 4340 steel projectiles at oblique angles: Experiments and simulations,” Int. J. Impact Eng., 30, 1307–1331 (2004).
D. Durban and R. Masri, “Conical indentation of strain-hardening solids,” Europ. J. Mech., A: Solids., 27, 210–221 (2008).
Z. Rosenberg and E. Dekel, “A numerical study of the cavity expansion process and quantity application to long-rod penetration mechanics,” Int. J. Impact Eng., 35, 147–154 (2008).
W. Allen, E. Mayfield, and H. Morrison, “Dynamics of a projectile penetrating sand,” J. Appl. Phys., 28, 370 (1957).
Yu. K. Bivin, “Penetration of solids in loose and layered media,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 1, 154–160 (2008).
G. V. Rykov, “Experimental study of the stress field during explosion in sandy soil,” J. Appl. Mech. Tech. Phys., No. 1, 85–89 (1964).
V. A. Lagunov and V. A. Stepanov, “Measurement of dynamic compressibility of sand at high pressures,” J. Appl. Mech. Tech. Phys., No. 1, 88–96 (1963).
M. Dianov, N. A. Zlatin, S. M. Mochalov, et al., “Shock compressibility of dry and water-saturated sand,” Pis’ma Zh. Tekh. Nauk, 2, No. 12, 529–532 (1976).
A. M. Bragov and G. M. Grushevskii, “Effect of the humidity and grain size on the shock compressibility of sand,” Pis’ma Zh. Tekh. Nauk, 19, No. 12, 70–72 (1993).
A. M. Bragov, V. V. Balandin, A. K. Lomunov, and A. R. Filippov, “Determination of the shock adiabat of soft soils from the results of reversed experiments,” Pis’ma Zh. Tekh. Nauk, 32, No. 11, 52–55 (2006).
A. M. Bragov, G. M. Grushevsky, and A. K. Lomunov, “Use of the Kolsky method for confined tests of soft soils,” Exp. Mech., 36, No. 3, 237–242 (1996).
A. M. Bragov, V. L. Kotov, A. K. Lomunov, and I. V. Sergeichev, “Measurement of the dynamic characteristics of soft soils using the Kolsky method,” J. Appl. Mech. Tech. Phys., 45, No. 4, 580–585 (2004).
V. G. Bazhenov “Mathematical modeling and methods of identification of the deformation and strength characteristics of materials,” Fiz. Mezomekh., 10, No. 5. 91–105 (2007).
S. S. Grigoryan, “Main concepts of soil dynamics,” Prikl. Mat. Mekh., No. 4. 1057–1072 (1960).
B. V. Zamyshlyaev, Models of Dynamic Deformation and Failure of Soil Media [in Russian], Nauka, Moscow (1990).
V. I. Kondaurov, I. B. Petrov, and A. S. Kholodov, “Numerical modeling of the process of penetration of a rigid body of revolution into an elastoplastic barrier,” J. Appl. Mech. Tech. Phys., No. 4, 625–632 (1984).
G. A. Kirilenko and A. Ya. Sagomonyan, “Numerical modeling of penetration in a soil,” Izv. Akad. Nauk ArmSSR, Mekhanika, 39, No. 1, 47–51 (1986).
S. M. Bakhrakh, O. A. Vinokurov, G. V. Gorbenko, et al., “Numerical investigation of the process of nondeformable cylinder penetration at constant velocity into a compressible fluid,” J. Appl. Mech. Tech. Phys., No. 5, 815–810 (1989).
V. G. Bazhenov, A. M. Bragov, V. L. Kotov, and A. V. Kochetkov, “Investigation of the impact and penetration of solids of revolution in a soft soil,” Prikl. Mat. Mekh., 67, No. 4, 686–697 (2003).
V. G. Bazhenov, V. L. Kotov, S. V. Krylov, et al., “Experimental-theoretical analysis of nonstationary interaction of deformable impactors with soil,” J. Appl. Mech. Tech. Phys., 42, No. 6. 1083–1089 (2001).
V. G. Bazhenov, V. L. Kotov “Identification of the dynamic compressibility and shear resistance of soil during penetration of projectiles,” Dokl. Ross. Akad. Nauk, 408, No. 3, 333–336 (2006).
V. G. Bazhenov and V. L. Kotov, “Method of identification of the elastoplastic properties of soils during penetration of projectiles,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 4, 184–190 (2008).
V. G. Bazhenov, V. L. Kotov, A. V. Kochetkov, et al., “Numerical modeling of loading of sandy soil by explosion of a pressure charge,” Izv. Ross. Akad. Nauk, Mekh. Tverd. Tela, No. 2, 70–77 (2001).
V. L. Kotov, “Application of the Grigoryan model to problems of dynamic deformation of sandy soil,” in: Problems of Strength and Plasticity (collected scientific papers) [in Russian], No. 66, Nizhny Novgorod State University, Nzhny Novgorod (2004), pp. 123–127.
V. G. Bazhenov, E. A. Kozlov, and S. V. Krylov, “Numerical modeling of nonlinear two-dimensional problems of shock interaction of deformable media and structures using the Godunov method,” in: Applied Problems of Strength and Plasticity: Investigation and Optimization of Structures (collected scientific papers), Gor’kii Univ., Gor’kii (1990), pp. 99–106.
V. G. Bazhenov and V. L. Kotov, “Modification of Godunov’s numerical scheme for solving problems of pulsed loading of soft soils,” J. Appl. Mech. Tech. Phys., 43, No. 4, 603–611 (2002).
Author information
Authors and Affiliations
Corresponding author
Additional information
__________
Translated from Prikladnaya Mekhanika i Tekhnicheskaya Fizika, Vol. 50, No. 6, pp. 115–125, November–December, 2009.
Rights and permissions
About this article
Cite this article
Bazhenov, V.G., Bragov, A.M. & Kotov, V.L. Experimental-theoretical study of the penetration of rigid projectiles and identification of soil properties. J Appl Mech Tech Phy 50, 1011–1019 (2009). https://doi.org/10.1007/s10808-009-0135-6
Received:
Revised:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10808-009-0135-6