Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/113342
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dc.contributorFaculty of Construction and Environmenten_US
dc.creatorWang, Hen_US
dc.creatorShen, Len_US
dc.creatorDuan, Len_US
dc.creatorLi, Xen_US
dc.creatorMa, Zen_US
dc.creatorLi, Pen_US
dc.creatorWang, Ken_US
dc.date.accessioned2025-06-02T06:58:32Z-
dc.date.available2025-06-02T06:58:32Z-
dc.identifier.issn1070-6631en_US
dc.identifier.urihttp://hdl.handle.net/10397/113342-
dc.language.isoenen_US
dc.publisherAIP Publishing LLCen_US
dc.rights© 2025 Author(s). Published under an exclusive license by AIP Publishing.en_US
dc.rightsThis article may be downloaded for personal use only. Any other use requires prior permission of the author and AIP Publishing. This article appeared in Haicui Wang, Long Shen, Lunliang Duan, Xinxin Li, Zhimin Ma, Pengfei Li, Kui Wang; Predictive model for non-Newtonian droplet impact on moving solid surfaces. Physics of Fluids 1 March 2025; 37 (3): 033112 and may be found at https://doi.org/10.1063/5.0253692.en_US
dc.titlePredictive model for non-Newtonian droplet impact on moving solid surfacesen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this publication: 王海翠en_US
dc.description.otherinformationAuthor name used in this publication: 沈龙en_US
dc.description.otherinformationAuthor name used in this publication: 段伦良en_US
dc.description.otherinformationAuthor name used in this publication: 李鑫鑫en_US
dc.description.otherinformationAuthor name used in this publication: 马志敏en_US
dc.description.otherinformationAuthor name used in this publication: 李鹏飞en_US
dc.description.otherinformationAuthor name used in this publication: 汪魁en_US
dc.identifier.spage033112-01en_US
dc.identifier.epage033112-10en_US
dc.identifier.volume37en_US
dc.identifier.issue3en_US
dc.identifier.doi10.1063/5.0253692en_US
dcterms.abstractWe have developed a refined predictive model for the spreading dynamics of non-Newtonian droplets impacting both stationary and moving surfaces. Using numerical simulations, the key physical mechanisms, including inertial spreading, shear-thinning effects, and capillary stabilization, were identified and integrated into the model. The model extends classical Newtonian frameworks by incorporating the time-dependent and shear-rate-dependent rheological properties of non-Newtonian fluids. The numerical framework employs the volume of fluid method combined with dynamic contact angle modeling to resolve interface dynamics and wetting behavior. Comparisons with experimental data for shear-thinning droplets (e.g., Parafilm-M at We = 24 and We = 94) demonstrated strong agreement within a 3% margin of error, confirming the model's accuracy. Notably, the model successfully captures anisotropic spreading induced by surface motion, a phenomenon neglected in prior studies. Notably, the model accurately captured anisotropic spreading induced by surface motion, a phenomenon neglected in existing frameworks. The results highlight the model's robustness in generalizing across trained and untrained conditions, emphasizing its applicability for industrial processes such as inkjet printing, spray coating, and pharmaceutical droplet deposition. This work establishes a comprehensive framework for understanding and predicting the complex dynamics of non-Newtonian droplet impacts.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationPhysics of fluids, Mar. 2025, v. 37, no. 3, 033112, p. 033112-01 - 033112-10en_US
dcterms.isPartOfPhysics of fluidsen_US
dcterms.issued2025-03-
dc.identifier.scopus2-s2.0-86000171939-
dc.identifier.eissn1089-7666en_US
dc.identifier.artn033112en_US
dc.description.validate202506 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Others-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe PolyU Joint Postdoc Scheme (No. P0042938); the National Natural Science Foundation of China (Grant No. 52108268); the Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education (No. SLK2023B18); the Fund of State Key Laboratory of Bridge Engineering Structural Dynamics; the Social Security Bureau; the Chongqing Education Commission Youth Projecten_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryVoR alloweden_US
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