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Numerical modelling of brittle fracture using lattice particle method with applications to fluid structure interaction problems via SPH coupling
被引:4
|作者:
Ng, K. C.
[1
]
Chen, Hailong
[2
]
机构:
[1] Univ Nottingham Malaysia, Dept Mech Mat & Mfg Engn, Jalan Broga, Semenyih 43500, Selangor, Malaysia
[2] Univ Kentucky, Dept Mech & Aerosp Engn, Lexington, KY 40506 USA
关键词:
Lattice particle method;
Volume-compensated particle method;
Brittle fracture;
Fluid structure interaction;
Smoothed particle hydrodynamics;
DualSPHysics;
FREE-SURFACE FLOW;
DYNAMIC FRACTURE;
ELEMENT-METHOD;
HYDRODYNAMICS;
IMPACT;
SIMULATION;
MECHANICS;
BEHAVIOR;
FAILURE;
SOLVER;
D O I:
10.1016/j.engfracmech.2023.109453
中图分类号:
O3 [力学];
学科分类号:
08 ;
0801 ;
摘要:
This paper presents an improved failure model for simulating brittle fracture using the mesh-less Lattice Particle Method (LPM). By modelling the initial crack line using the Remove Bond (RB) approach as outlined in this paper, a new formulation is then developed for predicting the mode-I Stress Intensity Factor (SIF) near the crack tip. Compared to the conventional Remove Particle (RP) approach, it is found that the accuracy of the present SIF formulation based on the RB method is superior. A series of benchmark test cases are simulated to test the numerical accuracy and numerical convergence of the method. Finally, the LPM method is coupled with the Smoothed Particle Hydrodynamics (SPH) method for studying Fluid Structure Interaction (FSI) problems involving solid fracture and free surface. The coupled SPH-LPM method is implemented in the open-source code, DualSPHysics, which has been optimized for both CPU and GPU performances. Upon integrating LPM with SPH, the proposed FSI method is suitable for modelling fracture phenomena caused by natural hazards such as tsunami and flood.
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页数:27
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