Abstract
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.
Original language | English |
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Article number | 109453 |
Journal | Engineering Fracture Mechanics |
Volume | 289 |
DOIs | |
State | Published - Sep 1 2023 |
Bibliographical note
Publisher Copyright:© 2023 The Author(s)
Funding
The financial supports given by Ministry of Higher Education (MoHE), Malaysia under the Fundamental Research Grant Scheme: FRGS/1/2021/TK0/UNIM/02/6 is greatly acknowledged.
Funders | Funder number |
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Ministry of Higher Education, Malaysia | FRGS/1/2021/TK0/UNIM/02/6 |
Ministry of Higher Education, Malaysia |
Keywords
- Brittle fracture
- DualSPHysics
- Fluid structure interaction
- Lattice particle method
- Smoothed particle hydrodynamics
- Volume-compensated particle method
ASJC Scopus subject areas
- General Materials Science
- Mechanics of Materials
- Mechanical Engineering