Implementing a non-local lattice particle method in the open-source large-scale atomic/molecular massively parallel simulator

被引:5
作者
Sun, Hao [1 ]
Ferasat, Keyvan [1 ]
Nowak, Philip [1 ]
Gravelle, Liam [1 ]
Gaffran, Noah [1 ]
Anderson, Chris [1 ]
Sirola, Tim [1 ]
Pintar, Owen [1 ]
Lievers, W. Brent [2 ]
Kim, Il Yong [1 ]
Pilkey, Keith [1 ]
Beland, Laurent Karim [1 ]
机构
[1] Queens Univ, Dept Mech & Mat Engn, 60 Union St, Kingston, ON, Canada
[2] Laurentian Univ, Bharti Sch Engn & Comp Sci, Sudbury, ON, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
lammps; molecular dynamics; solid mechanics; lattice element method; multi-scale materials modelling; FRACTURE-MECHANICS; CRACK-PROPAGATION; MODEL; CONCRETE; ELASTICITY; ELEMENT; DAMAGE;
D O I
10.1088/1361-651X/ac6b4a
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Using conventional continuum-based simulation frameworks to model crack initiation and extension can be computationally challenging. As an alternative to continuum-based approaches, particle-based simulation methods are well-suited to handle the discontinuities present during fracture propagation. A well-known particle-based method is the lattice particle method (LPM), which discretizes the system into a set of interconnected particles ollowing a periodic arrangement. Discontinuities can be handled simply by removing bonds between particles. For this reason, LPM-based simulations have been employed to simulate fracture propagation in heterogeneous media, notably in civil engineering and biomaterials applications. However, a practical limitation of this method is the absence of implementation within a commonly-used software platform. This work describes such an implementation of a non-local LPM within the Large-scale Atomic/Molecular Massively Parallel Simulator (LAMMPS). Specifically, we implemented a new LAMMPS bond style with a many-body term to tune Poisson's ratios. In order to validate the nonlocal formalism and our implementation of this method within LAMMPS, simulated elastic properties are compared to analytical solutions reported in the literature. Good agreement between simulated and analytical values is found for systems with positive Poisson's ratios. The computational and parallel efficiency of the LPM-LAMMPS implementation is also benchmarked. Finally, we compare the elastic response of a 3D porous structure and an aircraft wing as calculated using the LPM and finite-element analysis.
引用
收藏
页数:21
相关论文
共 46 条
[1]   Tensile strength and fracture of cemented granular aggregates [J].
Affes, R. ;
Delenne, J. -Y. ;
Monerie, Y. ;
Radjai, F. ;
Topin, V. .
EUROPEAN PHYSICAL JOURNAL E, 2012, 35 (11)
[2]  
Chen H., 2016, VOLUME 1 ADV AEROSPA, V1
[3]   A non-local 3D lattice particle framework for elastic solids [J].
Chen, Hailong ;
Liu, Yongming .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2016, 81 :411-420
[4]   A generalized 2D non-local lattice spring model for fracture simulation [J].
Chen, Hailong ;
Lin, Enqiang ;
Jiao, Yang ;
Liu, Yongming .
COMPUTATIONAL MECHANICS, 2014, 54 (06) :1541-1558
[5]   A novel Volume-Compensated Particle method for 2D elasticity and plasticity analysis [J].
Chen, Hailong ;
Lin, Enqiang ;
Liu, Yongming .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2014, 51 (09) :1819-1833
[6]   Peridynamics boundary condition treatments via the pseudo-layer enrichment method and variable horizon approach [J].
Chen, Jingkai ;
Jiao, Yiyu ;
Jiang, Wenchun ;
Zhang, Yanting .
MATHEMATICS AND MECHANICS OF SOLIDS, 2021, 26 (05) :631-666
[7]   Confinement-shear lattice model for concrete damage in tension and compression: I. Theory [J].
Cusatis, G ;
Bazant, ZP ;
Cedolin, L .
JOURNAL OF ENGINEERING MECHANICS, 2003, 129 (12) :1439-1448
[8]   Confinement-shear lattice CSL model for fracture propagation in concrete [J].
Cusatis, Gianluca ;
Bazant, Zdenek P. ;
Cedolin, Luigi .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (52) :7154-7171
[9]  
Du XL, 2014, INT J DAMAGE MECH, V23, P872, DOI [10.1177/1056789512468915, 10.1177/1056789513516028]
[10]   A lattice approach to model flow in cracked concrete [J].
Grassl, Peter .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (07) :454-460