A Total Lagrangian SPH method for modelling damage and failure in solids

被引:79
作者
Islam, Md Rushdie Ibne [1 ]
Peng, Chong [1 ,2 ]
机构
[1] ESS Engn Software Steyr GmbH, Berggasse 35, A-4400 Steyr, Austria
[2] Univ Bodenkultur, Inst Geotech, Feistmantelstr 4, A-1180 Vienna, Austria
基金
欧盟地平线“2020”; 欧洲研究理事会;
关键词
TLSPH; Fracture model; Crack growth; Brittle and ductile damage; Dynamic loading; SMOOTHED PARTICLE HYDRODYNAMICS; FINITE-ELEMENT-METHOD; CRACK-PROPAGATION; STABILITY ANALYSIS; MESHFREE METHOD; SIMULATION; FRACTURE; ALGORITHM; STRAIN;
D O I
10.1016/j.ijmecsci.2019.05.003
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
An algorithm is proposed to model crack initiation and propagation within the Total Lagrangian Smoothed Particle Hydrodynamics (TLSPH) framework. TLSPH avoids the tensile instability encountered in conventional Eulerian kernel-based Smoothed Particle Hydrodynamics (SPH) by making use of the Lagrangian kernel. In the present approach, the support domain of a particle is modified, where it only interacts with its immediately neighbouring particles. The gradient correction is employed to avoid the inconsistency of SPH approximation induced by insufficient neighbouring particles. A virtual link is used to define the level of interaction between each particle pair. The state of the virtual link is determined by damage law or cracking criterion. The virtual link approach allows easy and natural modelling of cracking surfaces without explicit cracking treatments such as particle splitting, field enrichment or visibility criterion. The performance of the proposed approach is demonstrated via a few numerical examples of both brittle and ductile failure under impact loading.
引用
收藏
页码:498 / 511
页数:14
相关论文
共 70 条
[1]  
[Anonymous], 2002, Appl. Mechan. Rev.
[2]  
[Anonymous], 1991, ADV FREE LAGRANGE ME, DOI DOI 10.1007/3-540-54960-9
[3]  
Belytschko T, 2000, INT J NUMER METH ENG, V48, P1359, DOI 10.1002/1097-0207(20000730)48:9<1359::AID-NME829>3.0.CO
[4]  
2-U
[5]   Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment [J].
Belytschko, T ;
Chen, H ;
Xu, JX ;
Zi, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 58 (12) :1873-1905
[6]   THE SPLITTING PINBALL METHOD FOR CONTACT-IMPACT PROBLEMS [J].
BELYTSCHKO, T ;
YEH, IS .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1993, 105 (03) :375-393
[7]   Stability analysis of particle methods with corrected derivatives [J].
Belytschko, T ;
Xiao, SP .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 2002, 43 (3-5) :329-350
[8]  
Belytschko T., 1996, Iacm Expr., V2, P6
[9]   Numerical simulation of kinetic friction in the fracture process of rocks in the framework of General Particle Dynamics [J].
Bi, J. ;
Zhou, X. P. .
COMPUTERS AND GEOTECHNICS, 2017, 83 :1-15
[10]   Numerical Simulation of Failure Process of Rock-Like Materials Subjected to Impact Loads [J].
Bi, Jing ;
Zhou, Xiao-Ping ;
Xu, Xiao-Min .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (03)