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Blast induced fracture modelling using smoothed particle hydrodynamics Научная публикация

Журнал International Journal of Impact Engineering
ISSN: 0734-743X
Вых. Данные Год: 2020, Том: 135, Номер статьи : 103235, Страниц : 22 DOI: 10.1016/j.ijimpeng.2019.02.001
Ключевые слова Blast, Smoothed particle hydrodynamics, Rock
Авторы Gharehdash Saba 1 , Barzegar Milad 2 , Palymskiy Igor B. 3 , Fomin Pavel A. 4
Организации
1 School of Civil Engineering, The University of Sydney, NSW 2006, Australia
2 Faculty of Mining, Metallurgy and Petroleum Engineering, Amir Kabir University of Technology, Tehran 158754413, Iran
3 Siberian State University of Telecommunication and Informatics, 630102 Novosibirsk, Russian Federation
4 Lavrentyev Institute of Hydrodynamics, Siberian Branch, Russian Academy of Sciences, 630090 Novosibirsk, Russian Federation

Реферат: In this study, a penalty based contact treatment in smoothed particle hydrodynamics (SPH) along with variable particle resolutions are adopted to simulate the fracture of Barre granite under blast. The performance of the penalty based contact and different particle resolutions with varying arrangement patterns are illustrated with a number of examples. In order to perform particle convergence study, first order consistency has been enforced by Randles–Libersky modifications. The selection of values for artificial viscosity and tensile instability are presented to better understand the influence of these parameters on computational efficiency and instability problems in Eulerian SPH method. Then, the developed SPH approach is validated against experimental observations for both fracture patterns and crack density calculations. The results show that the SPH solution shows good convergence with increasing particle resolution and is highly dependent on the particle arrangement patterns and refinement parameters. It is also found that, the tensile instability stabilization method has important effect on the solution and the use of artificial viscosity helps to spread the shock wave smoothly into the rock particles. Overall, this research demonstrates that the developed SPH method can be used to qualitatively and quantitatively predict the blast induced fractures and is suitable for accurate modelling of rock under blast.
Библиографическая ссылка: Gharehdash S. , Barzegar M. , Palymskiy I.B. , Fomin P.A.
Blast induced fracture modelling using smoothed particle hydrodynamics
International Journal of Impact Engineering. 2020. V.135. 103235 :1-22. DOI: 10.1016/j.ijimpeng.2019.02.001 WOS Scopus РИНЦ OpenAlex
Даты:
Поступила в редакцию: 22 окт. 2018 г.
Принята к публикации: 10 февр. 2019 г.
Опубликована online: 11 февр. 2019 г.
Идентификаторы БД:
Web of science: WOS:000496341500005
Scopus: 2-s2.0-85073694662
РИНЦ: 41711617
OpenAlex: W2913484952
Цитирование в БД:
БД Цитирований
OpenAlex 67
РИНЦ 57
Scopus 67
Web of science 65
Альметрики: