期刊
ENGINEERING FRACTURE MECHANICS
卷 289, 期 -, 页码 -出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2023.109453
关键词
Lattice particle method; Volume-compensated particle method; Brittle fracture; Fluid structure interaction; Smoothed particle hydrodynamics; DualSPHysics
类别
This paper presents an improved failure model for brittle fracture simulation using the mesh-less Lattice Particle Method (LPM). By utilizing the Remove Bond (RB) approach, a new formulation is developed to predict the mode-I Stress Intensity Factor (SIF) near the crack tip more accurately than the conventional Remove Particle (RP) approach. Benchmark test cases are conducted to verify the numerical accuracy and convergence of the proposed method. Furthermore, the LPM method is combined with the Smoothed Particle Hydrodynamics (SPH) method to study Fluid Structure Interaction (FSI) problems involving solid fracture and free surface. The coupled SPH-LPM method is implemented in the open-source code, DualSPHysics, and can effectively model fracture phenomena caused by natural hazards.
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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