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dc.contributor.authorHe, Zhiwei
dc.contributor.authorZhuo, Yizhi
dc.contributor.authorWang, Feng
dc.contributor.authorHe, Jianying
dc.contributor.authorZhang, Zhiliang
dc.date.accessioned2019-04-02T08:06:59Z
dc.date.available2019-04-02T08:06:59Z
dc.date.created2019-02-28T11:00:54Z
dc.date.issued2019
dc.identifier.issn1744-683X
dc.identifier.urihttp://hdl.handle.net/11250/2592844
dc.description.abstractThe accretion of ice on exposed surfaces infers detrimental effects on many aspects of life and technology. Passive icephobic coatings, designed by strategies towards lowering ice adhesion to mitigate the icing problems, have recently received wide attention. In our previous studies, the incorporation of hollow sub-surface structures which act as macro-scale crack initiators has been shown to dratically lower the ice adhesion on PDMS surfaces. In this study, the effects of hollow sub-surface structure geometry, such as the heights, shapes, and distributions, as well as directions of the applied shear force, are experimentally investigated. Our results show that the number of potential macro-scale crack initiation sites dictates ice adhesion strength. Directions of the applied shear force also influence ice adhesion strength when the potential crack length is dependent on the applied shear force direction. The inter-locking effect between ice and the coating, caused by the pre-deformation, needs to be considered if one of the dimensions of the hollow sub-surface structures approaches millimeter scale. These results improve the understanding of the role of hollow sub-surface structures in reducing ice adhesion, providing new insights on the design principles for multi-scale crack initiators promoted icephobic surfaces.nb_NO
dc.language.isoengnb_NO
dc.publisherRoyal Society of Chemistrynb_NO
dc.titleUnderstanding the role of hollow sub-surface structures in reducing ice adhesion strengthnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.journalSoft Matternb_NO
dc.identifier.doi10.1039/C9SM00024K
dc.identifier.cristin1681263
dc.relation.projectNorges forskningsråd: 245963nb_NO
dc.relation.projectNorges forskningsråd: 250990nb_NO
dc.description.localcode© 2019. This is the authors' accepted and refereed manuscript to the article. Locked until 27.2.2020. The final authenticated version is available online at: http://dx.doi.org/DOInb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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