Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116443
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorFeng, Hen_US
dc.creatorLiang, Wen_US
dc.creatorYin, ZYen_US
dc.creatorHu, Len_US
dc.date.accessioned2025-12-30T02:04:49Z-
dc.date.available2025-12-30T02:04:49Z-
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://hdl.handle.net/10397/116443-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2025 John Wiley & Sons Ltd.en_US
dc.rightsThis is the peer reviewed version of the following article: Feng, H., Liang, W., Yin, Z.-Y. and Hu, L. (2025), Material Point Method Modeling of Granular Flow Considering Phase Transition From Solid-Like to Fluid-Like States. Int J Numer Anal Methods Geomech., 49: 1642-1664, which has been published in final form at https://doi.org/10.1002/nag.3947. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.en_US
dc.subjectCollisional stressen_US
dc.subjectConstitutive modelen_US
dc.subjectFrictional stressen_US
dc.subjectGranular flowen_US
dc.subjectLarge deformation modelingen_US
dc.subjectMaterial point methoden_US
dc.titleMaterial point method modeling of granular flow considering phase transition from solid-like to fluid-like statesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1642en_US
dc.identifier.epage1664en_US
dc.identifier.volume49en_US
dc.identifier.issue6en_US
dc.identifier.doi10.1002/nag.3947en_US
dcterms.abstractGranular flow is ubiquitous in various engineering scenarios, such as landslides, avalanches, and industrial processes. Reliable modeling of granular flow is crucial for mitigating potential hazards and optimizing process efficiency. However, the complex behavior of granular media, which transitions between solid-like and fluid-like states, poses a significant challenge in their modeling, particularly when involving rapid mobilization. To address this challenge, we propose an innovative constitutive model capable of capturing the highly nonlinear behavior of granular flow by integrating frictional and collisional mechanisms under varying states. The proposed model incorporates two distinct stress components: frictional stress and collisional stress. The frictional stress is governed by a critical-state-based elastoplasticity model, which accurately describes the solid-like behavior of granular media. On the other hand, the collisional stress is formulated using a well-established kinetic theory, which effectively captures the fluid-like behavior of granular media. To seamlessly transition between these two states, we introduce a novel state variable, the granular temperature, which serves as a measure of the kinetic energy of the granular system. This innovative transition model is further incorporated into a GPU-based material point method (MPM) and used to model two types of granular flows, including column collapse and flume test on an inclined surface. The numerical results show good agreement with available experimental data, highlighting the efficacy of our proposed phase transition model with the MPM modeling approach in effectively capturing the transition of granular materials from solid-like to fluid-like states throughout the mobilization process, from initiation to final deposition.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal for numerical and analytical methods in geomechanics, 25 Apr. 2025, v. 49, no. 6, p. 1642-1664en_US
dcterms.isPartOfInternational journal for numerical and analytical methods in geomechanicsen_US
dcterms.issued2025-04-25-
dc.identifier.scopus2-s2.0-105002127476-
dc.identifier.eissn1096-9853en_US
dc.description.validate202512 bcjzen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.SubFormIDG000515/2025-12-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis research is financially supported by Open Research Fund Program of State key Laboratory of Hydroscience and Engineering (Grant No.: sklhse-2023-D-05), Open Research Fund Program of Key Laboratory of the Hydrosphere of the Ministry of Water Resources (Grant No.: mklhs-2023-05), and the Research Grants Council (RGC) of Hong Kong Special Administrative Region Government (HKSARG) of China (Grant Nos.: 15226322, 15229223, 15232224).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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