AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (5.3 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Open Access

A frictional contact algorithm in smoothed particle method with application in large deformation of soils

Ding CHENWen-xiong HUANG( )Dan HUANG
College of Mechanics and Materials, Hohai University, Nanjing, Jiangsu 211000, China
Show Author Information

Abstract

Smoothed particle hydrodynamics (SPH) is a Lagrangian meshless method, which has remarkable advantages in numerical analysis of solids with extremely large deformation. The present paper deals with SPH simulation of large solid deformation involving frictional contact interface. A new pure smoothed particle PTVD (point-to-volume discrete) contact algorithm is developed based on the FPM (finite particle method) particle interpolation, which is an alternative SPH formulation for improving the interpolation accuracy near boundaries. The PTVD contact algorithm transforms equivalently the interface contact force into the external interactive forces between particles near the contact interface. To be specific, the particles modelling either body in contact are grouped as master particles and slave particles with respect to the feature of the contact interface. For each slave particle near the contact point, the relative position is determined according to the amount of master particles contained in the influence domain of that particle, and the normal contact force is then calculated considering the contact stiffness. The shear contact force is determined considering the relative shear velocity between two particle groups within the influence domain and the friction of the interface. The proposed PTVD contact algorithm highlights the nonlocal characteristics of the SPH methods and avoids the complex algorithm for identifying and accurately describing the interface. Following the verification through the classic contact and friction examples, the PTVD algorithm is applied to the SPH analysis of quasi-static collapse of cohesionless granular soil and projectile penetration into soft soil. The results demonstrate the effectiveness and applicability of the proposed contact algorithm in SPH modelling of frictional contact problems.

References

[1]

BUI H H, NGUYEN G D. A coupled fluid-solid SPH approach to modelling flow through deformable porous media[J]. International Journal of Solids and Structures, 2017, 125: 244−264.

[2]

PENG C, WANG S, WU W, et al. LOQUAT: an open-source GPU-accelerated SPH solver for geotechnical modeling[J]. Acta Geotechnica, 2019, 14(5): 1269−1287.

[3]

HUANG C, LIU M B. Modeling hydrate-bearing sediment with a mixed smoothed particle hydrodynamics[J]. Computational Mechanics, 2020, 66(4): 877−891.

[4]

LIU Qing-quan, AN Yi. Soil-water coupling numerical model for overtopping failure process of earth dam[J]. Journal of Sediment Research, 2019, 44(3): 13−18.

[5]

TAN H, XU Q, CHEN S. Subaerial rigid landslide-tsunamis: insights from a block DEM-SPH model[J]. Engineering Analysis with Boundary Elements, 2018, 95(7): 297−314.

[6]

QIANG Hong-fu, FAN Shu-jia, CHEN Fu-zhen, et al. A new smoothed particle hydrodynamics method based on the pseudo-fluid model and its application in hypervelocity impact of a projectile on a thin plate[J]. Explosion and Shock Waves, 2017, 37(6): 990−1000.

[7]

WANG Ping-ping, ZHANG A-man, PENG Yu-xiang, et al. Numerical simulation of transient strongly-nonlinear fluid-structure interaction in near-field underwater explosion based on meshless method[J]. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(8): 2194−2209.

[8]

YANG Qiu-zu, XU Fei, WANG Lu, et al. An improved SPH algorithm for large density ratios multiphase flows based on Riemann solution[J]. Chinese Journal of Theoretical and Applied Mechanics, 2019, 51(3): 730−742.

[9]

LIU M, ZHANG Z. Smoothed particle hydrodynamics (SPH) for modeling fluid-structure interactions[J]. Science China Physics, Mechanics & Astronomy, 2019, 62(8): 984701.

[10]

SUN P N, LE TOUZÉ D, OGER G, et al. An accurate FSI-SPH modeling of challenging fluid-structure interaction problems in two and three dimensions[J]. Ocean Engineering, 2021, 221(May 2020): 108552.

[11]

JIANG Hai-bo, FU Long-long, ZHOU Shun-hua, et al. Experimental study on critical state strength characteristics of granular material-structure interface under high-frequency vibration[J]. Rock and Soil Mechanics, 2023, 44(3): 810−820.

[12]

LÜ Ya-ru, ZHANG Yi-ke, WANG Yuan, et al. Laboratory simulation method for natural cementation structure of calcareous sediments[J]. Rock and Soil Mechanics, 2023, 44(Suppl. 1): 277−288.

[13]

ZHANG Zhi-chun, BIAN Qiang, ZHAN Wen-hao, et al. High velocity impact simulation using SPH contact algorithm[J]. Journal of Ordnance Equipment Engineering, 2018, 39(9): 1−6.

[14]

RAO Deng-yu, BAI Bing, CHEN Pei-pie. Simulation of hydro-thermal coupling with phase-change in unsaturated porous media by SPH method[J]. Rock and Soil Mechanics, 2018, 39(12): 4527−4536.

[15]

TAN Hai, XU Qing, CHEN Sheng-hong, et al. Numerical modeling of surge caused by granular deformable landslide based on a coupled DEM-SPH model[J]. Rock and Soil Mechanics, 2020, 41(Suppl. 2): 1−11.

[16]

ADAMI S, HU X Y, ADAMS N A. A generalized wall boundary condition for smoothed particle hydrodynamics[J]. Journal of Computational Physics, 2012, 231(21): 7057−7075.

[17]

ZHOU Xue-jun, CHEN Ding, HUANG Wen-xiong. Solid boundary treatment for SPH method based on long-range force[J]. Journal of Hohai University(Natural Sciences), 2017, 45(2): 153−160.

[18]

YAO Xue-hao, HUANG Dan. PD-SPH modelling and analysis for fluid-structure interaction problems[J]. Engineering Mechanics, 2022, 39(10): 17−25.

[19]

WANG J, CHAN D. Frictional contact algorithms in SPH for the simulation of soil-structure interaction[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(7): 747−770.

[20]

SHEIKH B, QIU T, AHMADIPUR A. Comparison of SPH boundary approaches in simulating frictional soil−structure interaction[J]. Acta Geotechnica, 2021, 16(8): 2389−2408.

[21]

ZHOU M, FANG Q, PENG C. A mortar segment-to-segment contact method for stabilized total-Lagrangian smoothed particle hydrodynamics[J]. Applied Mathematical Modelling, 2022, 107(2): 20−38.

[22]

LIU M B, XIE W P, LIU G R. Modeling incompressible flows using a finite particle method[J]. Applied Mathematical Modelling, 2005, 29(12): 1252−1270.

[23]

CHEN D, HUANG W, LYAMIN A. Finite particle method for static deformation problems solved using JFNK method[J]. Computers and Geotechnics, 2020, 122(2): 103502.

[24]

CAMPBELL J, VIGNJEVIC R, LIBERSKY L. A contact algorithm for smoothed particle hydrodynamics[J]. Computer Methods in Applied Mechanics and Engineering, 2000, 184(1): 49−65.

[25]

ISLAM M R I, PENG C. A total Lagrangian SPH method for modelling damage and failure in solids[J]. International Journal of Mechanical Sciences, 2019, 157-158: 498−511.

[26]

YUAN Fan-fan, LUAN Mao-tian, YAN Shu-wang, et al. Methods for estimating bearing capacity of layered foundations in harbor engineering[J]. Rock and Soil Mechanics, 2006, 27(7): 1124−1128.

[27]

MÉRIAUX C. Two dimensional fall of granular columns controlled by slow horizontal withdrawal of a retaining wall[J]. Physics of Fluids, 2006, 18(9): 093301.

[28]

ZHANG X, DING Y, SHENG D, et al. Quasi-static collapse of two-dimensional granular columns: insight from continuum modelling[J]. Granular Matter, 2016, 18(3): 1−14.

[29]

DONG Yong-xiang, FENG Shun-shan, LI Yan-dong, et al. Experimental study on penetration resistance of soil with low-velocity projectile[J]. Chinese Journal of High Pressure Physics, 2007(4): 419−424.

Rock and Soil Mechanics
Pages 885-894
Cite this article:
CHEN D, HUANG W-x, HUANG D. A frictional contact algorithm in smoothed particle method with application in large deformation of soils. Rock and Soil Mechanics, 2024, 45(3): 885-894. https://doi.org/10.26599/RSM.2024.9435353

180

Views

19

Downloads

1

Crossref

0

Web of Science

0

Scopus

0

CSCD

Altmetrics

Received: 21 March 2023
Accepted: 26 June 2023
Published: 18 March 2024
© 2024 Rock and Soil Mechanics
Return