Numerical modelling of interaction between aluminium structure and explosion in soil

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dc.identifier.uri http://dx.doi.org/10.15488/12431
dc.identifier.uri https://www.repo.uni-hannover.de/handle/123456789/12530
dc.contributor.author Chen, Jian-Yu
dc.contributor.author Feng, Dian-Lei
dc.contributor.author Lien, Fue-Sang
dc.contributor.author Yee, Eugene
dc.contributor.author Deng, Shu-Xin
dc.contributor.author Gao, Fei
dc.contributor.author Peng, Chong
dc.date.accessioned 2022-07-07T08:09:55Z
dc.date.available 2022-07-07T08:09:55Z
dc.date.issued 2021
dc.identifier.citation Chen, J.-Y.; Feng, D.-L.; Lien, F.-S.; Yee, E.; Deng, S.-X. et al.: Numerical modelling of interaction between aluminium structure and explosion in soil. In: Applied Mathematical Modelling 99 (2021), S. 760-784. DOI: https://doi.org/10.1016/j.apm.2021.07.010
dc.description.abstract In this paper, a graphics processing unit-accelerated smoothed particle hydrodynamics solver is presented to simulate the three-dimensional explosions in soils and their damage to aluminium structures. To achieve this objective, a number of equations of state and constitutive models required to close the governing equations are incorporated into the proposed smoothed particle hydrodynamics framework, including the Jones-Wilkins-Lee equation of state for explosive materials, the Grüneisen equation of state for metals, the elastic-perfectly plastic constitutive model for metals, and the elastoplastic and elasto-viscoplastic constitutive models for soils. The proposed smoothed particle hydrodynamics methodology was implemented using the Compute Unified Device Architecture programming interface on an NVIDIA graphics processing unit in order to improve the computational efficiency. The various components of the proposed methodology were validated using four test cases, namely, a C4 detonation and an aluminium bar expanded by denotation to validate the modelling of explosion, a cylindrical Taylor bar impact test case to validate the modelling of large deformation in metals, a sand collapse test for the modelling of soils. Following the validation, the proposed method was used to simulate the detonation of an explosive material (C4) in soil and the concomitant deformation of an aluminium plate resulting from this explosion. The predicted results of this simulation are shown to be in good conformance with available experimental data. Finally, it is shown that the proposed graphics processing unit-accelerated SPH solver is able to model interaction problems involving millions of particles in a reasonable time. © 2021 The Authors eng
dc.language.iso eng
dc.publisher Amsterdam [u.a.] : Elsevier Science
dc.relation.ispartofseries Applied Mathematical Modelling 99 (2021)
dc.rights CC BY 4.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by/4.0/
dc.subject Aluminium plate damage eng
dc.subject Explosive detonation in soil eng
dc.subject Graphics processing unit acceleration eng
dc.subject Smoothed particle hydrodynamics eng
dc.subject Aluminum eng
dc.subject Computational efficiency eng
dc.subject Computer graphics eng
dc.subject Computer graphics equipment eng
dc.subject Constitutive models eng
dc.subject Deformation eng
dc.subject Explosives eng
dc.subject Hydrodynamics eng
dc.subject Plates (structural components) eng
dc.subject Program processors eng
dc.subject Soils eng
dc.subject Aluminium structures eng
dc.subject Aluminum plate damage eng
dc.subject Equation-of-state eng
dc.subject Explosion in soils eng
dc.subject Explosive detonation in soil eng
dc.subject Explosive materials eng
dc.subject Graphic processing unit acceleration eng
dc.subject Graphics processing eng
dc.subject Processing units eng
dc.subject Smoothed particle hydrodynamics eng
dc.subject Graphics processing unit eng
dc.subject.ddc 510 | Mathematik ger
dc.title Numerical modelling of interaction between aluminium structure and explosion in soil
dc.type Article
dc.type Text
dc.relation.essn 1872-8480
dc.relation.doi https://doi.org/10.1016/j.apm.2021.07.010
dc.bibliographicCitation.volume 99
dc.bibliographicCitation.firstPage 760
dc.bibliographicCitation.lastPage 784
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


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