Article information

2019 , Volume 24, № 6, p.90-98

Potapov I.I., Reshetnikova O.V.

The use of a stationary hypoplastic model for modelling the motion of granular medium

Purpose. The aim of this study is а development of mathematical models that describe the complex motion of a granular medium in the process of its disintegration that allows evaluating the possibility of using a simplified stationary hypoplastic model to describe this process.

Methodology. To describe the motion of a granular medium, the classical equations of motion and mass conservation were used. The calculation of the deviator of the stress tensor is performed within the framework of a simplified hypoplastic model. The work uses the hypothesis of a linear relationship between the pressure function and the density of the granular medium. This hypothesis is typical for smoothed particle methods, one of the variants of which is proposed for the numerical implementation of the problem.

Results. A new mathematical model of the problem of the motion of a granular medium in the process of its disintegration is formulated. An algorithm for solving the problem based on the method of smoothed particles is proposed. The problem of disintegration of a sand pillar is solved numerically. A comparative analysis of the obtained solutions with experimental data is accomplished.

Findings. Using the assumption that the propagation velocity of elastic waves that determine the stress-strain state in sand particles is much higher than the velocities of particles arising from sand shedding, an approximate model for calculating the stress state of a moving granular medium based on a stationary hypoplastic model is presented. To solve the problem, the method of smoothed particles with a small smoothing parameter was implemented with the help of a new combined interpolation core in the calculations. To verify the mathematical model and the selected method, the implementation of the smoothed particle method was performed and the problem of disintegration of the sand column was solved. The obtained solution of the problem shows satisfactory agreement with the experimental data.

[full text] [link to elibrary.ru]

Keywords: granular medium motion, smoothed particle method, hypoplastic model of stress-strain state, yield criterion

doi: 10.25743/ICT.2019.24.6.011.

Author(s):
Potapov Igor Ivanovich
Dr.
Position: General Scientist
Office: Computer center of Far East Branch of the Russian Academy of Sciences
Address: 680000, Russia, Khabarovsk, 65, Kim U Chena street
Phone Office: (4212) 22-72-67
E-mail: potapov2i@gmail.com

Reshetnikova Olga Vladimirovna
PhD.
Position: Research Scientist
Office: Computer center of Far East Branch of the Russian Academy of Sciences
Address: 680000, Russia, Khabarovsk, 65, Kim U Chena street
Phone Office: (4212) 22-72-67
E-mail: ov13@yandex.ru

References:

[1] Zelenin, A.N. Fizicheskie osnovy teorii rezaniya gruntov [Physical foundations of the theory of soil cutting]. Moscow: Izd-vo AN SSSR; 1959: 335. ( In Russ.)

[2] Zenkov, R. L. Mekhanika nasypnykh gruzov [Mechanics of loose cargo]. Moscow: Mashinostroenie; 1964: 216. ( In Russ.)

[3] Vetrov, Yu. A. Rezanie gruntov zemleroyno-transportnymi mashinami [Soil cutting by earth-moving machines]. Moscow: Mashinostroenie; 1971: 357. ( In Russ.)

[4] Николаевский В. Н., Сырников И. Н. О плоском предельном течении сыпучей дилатирующей среды // Механика твердого тела. – М.: АН СССР. – 1970. – С. 159–166. bf Nikolaevsky V.N., Syrnikov I.N. On the plane limiting flow of a loose dilating medium // Mechanics of a Solid. - M .: AN USSR. - 1970. - P. 159-–166. ( In Russ.)

[5] Slyusarev, A. S. Razrabotka osnov rascheta i konstruirovaniya rabochikh organov pod"emno-transportnykh mashin, podvergayushchikh sypuchiy material ob"emnomu szhatiyu: Dis. d. t. n. [Development of the fundamentals for the calculation and design of the working bodies of hoisting-and-transport machines, subjecting loose material to volume compression]. Nizhny Novgorod; 1991: 392. ( In Russ.)

[6] Kleyn, G. K. Stroitel'naya mekhanika sypuchikh tel [Structural mechanics of loose solids]. Moscow: Stroyizdat; 1977: 256. ( In Russ.)

[7] Monaghan, J. J. Simulating Free Surface Flows with SPH. Journal of Computational Physics. 1994; 110(2):399–406.

[8] Wu W., Bauer E. A simple hypoplastic constitutive model for sand. International Journal For Numerical And Analytical Methods In Geomechanics. 1994; 18(12):833–862.

[9] Drucker, D. C., Prager, W. Soil mechanics and plastic analysis for limit design. Quarterly of Applied Mathematics. 1952; 10(2):157—165.

[10] Bui, H.H., Fukagawa, R., Sako, K., Ohno, S., Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model. Int. J. Numer. Anal. Meth. Geomech. 2008; 32(12):1537-–1570.

[11] Hongbin, J., Xin, D. On criterions for smoothed particle hydrodynamics kernels in stable field // Journal of Computational Physics. 2005; 202(2):699-–709.

[12] Müller, M., Charypar, D., Gross, M.: Particle-based fluid simulation for interactive applications. In: Proc. of the 2003 ACM SIGGRAPH. Eurographics symposium on Computer animation. 2003:154–159.

[13] Monaghan, J. J. Smoothed particles hydrodynamics. Reports on Progress in Physics. 2005; (68):1703–1759.

[14] De Vet S. J., Bereket Y., Hill K. M., De Bruyn J. R. Collapse of a rectangular well in a quasi-two-dimensional granular bed. Physical Review. 2010; E 82(4):041304.


Bibliography link:
Potapov I.I., Reshetnikova O.V. The use of a stationary hypoplastic model for modelling the motion of granular medium // Computational technologies. 2019. V. 24. № 6. P. 90-98
Home| Scope| Editorial Board| Content| Search| Subscription| Rules| Contacts
ISSN 1560-7534
© 2024 FRC ICT