Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/117972
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorMainland Development Officeen_US
dc.creatorSong, ZWen_US
dc.creatorZhang, YTen_US
dc.creatorLai, SKen_US
dc.date.accessioned2026-03-10T01:46:07Z-
dc.date.available2026-03-10T01:46:07Z-
dc.identifier.urihttp://hdl.handle.net/10397/117972-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectConstitutive interface conditionen_US
dc.subjectDiscontinuous loadsen_US
dc.subjectEringen’s nonlocal theoryen_US
dc.subjectNanobeam analysisen_US
dc.subjectTwo-phase local/nonlocal theoryen_US
dc.titleEvaluating constitutive interface conditions in Eringen’s two-phase local/nonlocal nanobeam model under discontinuous loadsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume82en_US
dc.identifier.doi10.1016/j.istruc.2025.110654en_US
dcterms.abstractIn Eringen’s two-phase local/nonlocal theory (ETLT), the integral form (IF) can be transformed into a corresponding differential form (DF). Discontinuous loads give rise to non-smooth fields, resulting in the formation of constitutive interface conditions (CICs). Although CICs are essential in DF, their manifestation in IF remains unclear. In this study, CICs are derived by using IF, and their intrinsic features are also examined. Through in-depth theoretical derivation and analysis, it can be found that CICs can be directly obtained from IF and are necessary in both IF and DF, appearing explicitly in DF but implicitly in IF. The presence of CICs is closely related to IF and the kernel function. The two CICs are associated with the two IFs at the location where the load changes abruptly, which can be verified through nanobeam examples subjected to discontinuous loads. More importantly, the results demonstrate a correlation between the local phase volume fraction and the nonlocal length-scale parameter, allowing a natural transition between Eringen’s two-phase local/nonlocal and purely local models. This work evaluates the intrinsic features of CICs in ETLT for non-smooth fields, providing new insights into their role.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationStructures, Dec. 2025, v. 82, 110654en_US
dcterms.isPartOfStructuresen_US
dcterms.issued2025-12-
dc.identifier.scopus2-s2.0-105025590723-
dc.identifier.eissn2352-0124en_US
dc.identifier.artn110654en_US
dc.description.validate202603 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001134/2026-01-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe work described in this paper was supported by the National Natural Science Foundation of China (Grant No.: 12372024) and The Hong Kong Polytechnic University (Project No.: 1-9BGZ).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2026-12-31en_US
dc.description.oaCategoryGreen (AAM)en_US
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