Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101205
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorTong, LHen_US
dc.creatorLai, SKen_US
dc.creatorZeng, Len_US
dc.creatorXu, CJen_US
dc.creatorYang, Jen_US
dc.date.accessioned2023-08-30T04:15:50Z-
dc.date.available2023-08-30T04:15:50Z-
dc.identifier.issn0020-7403en_US
dc.identifier.urihttp://hdl.handle.net/10397/101205-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2018 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2018. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Tong, L. H., Lai, S. K., Zeng, L. L., Xu, C. J., & Yang, J. (2018). Nonlocal scale effect on Rayleigh wave propagation in porous fluid-saturated materials. International Journal of Mechanical Sciences, 148, 459-466 is available at https://doi.org/10.1016/j.ijmecsci.2018.08.028.en_US
dc.subjectFluid saturateden_US
dc.subjectNonlocal Biot theoryen_US
dc.subjectPorous materialsen_US
dc.subjectRayleigh wavesen_US
dc.titleNonlocal scale effect on Rayleigh wave propagation in porous fluid-saturated materialsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage459en_US
dc.identifier.epage466en_US
dc.identifier.volume148en_US
dc.identifier.doi10.1016/j.ijmecsci.2018.08.028en_US
dcterms.abstractIn this paper, a Rayleigh wave model in fluid saturated porous materials based on a nonlocal Biot theory is proposed. The general characteristic equations expressed in terms of the Rayleigh wavenumbers are obtained. A specific fluid saturated porous material is used for numerical analysis. The present study shows that the nonlocal parameter does not have significant influence on the characteristics of Rayleigh waves within a low frequency range when comparing with the prediction of using the classical Biot theory. However, the influence of the nonlocal scale effect on the Rayleigh wave velocity and the displacement field becomes stronger as the response frequency increases. When the frequency exceeds a critical value, the Rayleigh wave velocity exhibits a negative dispersion. The displacement fields induced by the Rayleigh wave propagating in porous materials are also presented. An interesting phenomenon of the displacement fields is observed that the major axis of the displacement field ellipse will have a contra-rotation with respect to the vertical direction with increasing depth. This is different from the classical prediction in homogeneous materials. The presence of the nonlocal scale effect can also change the geometry property of displacement fields. In addition, the amplitude of the vertical displacement is attenuated along the depth, while the increment of the nonlocal parameters can strengthen the attenuation.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal of mechanical sciences, Nov. 2018, v. 148, p. 459-466en_US
dcterms.isPartOfInternational journal of mechanical sciencesen_US
dcterms.issued2018-11-
dc.identifier.scopus2-s2.0-85053785364-
dc.identifier.eissn1879-2162en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1654-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Rail Transit Electrification and Automation Engineering Technology Research Center; National Natural Science Foundation of China; Innovation and Technology Commission; Hong Kong Polytechnic University; Natural Science Foundation of Jiangxi Provinceen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20258500-
dc.description.oaCategoryGreen (AAM)en_US
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