EFFICIENT FLUIDIZED GROUND ANALYSIS USING <i>μ</i>(<i>I</i>) RHEOLOGY WITH IMPLICIT SPH METHOD
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- OKANO Shodai
- 九州大学大学院 工学府土木工学専攻
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- MORIKAWA Daniel
- 海洋研究開発機構
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- OSAKI Haruki
- 九州大学大学院 工学府土木工学専攻
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- ASAI Mitsuteru
- 九州大学大学院 工学研究院社会基盤部門
Bibliographic Information
- Other Title
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- <i>μ</i>(<i>I</i>) レオロジーを用いた流動化地盤解析の陰的 SPH 法による効率化
Description
<p>For simulating the fluidized ground during landslides, a new ISPH using the fully implicit time integration has been developed to decrease total simulation costs for highly viscous fluid simulation in non-Newtonian fluids. With the help of the proposed fully implicit ISPH, μ(I) rheology model, which is one of the reliable non-Newtonian fluids for dense granular materials, can be implemented with lower numerical costs than the semi-implicit ISPH keeping the same accuracy. The fully implicit ISPH method was implemented on a GPU computer to speed up their heavy computations and achieve stable and fast analysis by combining hardware speed-up and software improvement. Finally, comparing numerical and experimental results for sand flow supports the usefulness of the μ(I) rheology model and fully implicit ISPH method for granular flow.</p>
Journal
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- Japanese Journal of JSCE
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Japanese Journal of JSCE 80 (15), n/a-, 2024
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390017843872173952
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- ISSN
- 24366021
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed