Isogeometric couple stress continuum-based linear and nonlinear flexural responses of functionally graded composite microplates with variable thickness

dc.contributor.authorYang, Zhicheng
dc.contributor.authorLu, Hanwen
dc.contributor.authorSahmani, Saeid
dc.contributor.authorSafaei, Babak
dc.date.accessioned2026-02-06T18:36:09Z
dc.date.issued2021
dc.departmentDoğu Akdeniz Üniversitesi
dc.description.abstractThe proposed study scrutinizes the small scale-dependent geometrical nonlinear flexural response of arbitrary-shaped microplates having variable thickness made of functional graded (FG) composites. Accordingly, the modified couple stress continuum elasticity incorporating the von Karman large deflection supposition is established within a quasi-three dimensional (quasi-3D) plate framework in which the transverse shear deformation and normal deflection are assumed to be distributed in and trigonometric schemes. The thickness variation of microplates are assumed in linear, convex and concave patterns. Next, to resolve the couple stress-based nonlinear bending problem, the isogeometric technique incorporating non-uniform B-spline functions is taken into consideration to implement the both discretized-based estimation and accurate geometric description. The gradient of rotation associated with the couple stress type of size dependency causes a stiffening phenomenon in the both linear and nonlinear flexural responses. Also, through considering a change in the thickness variation pattern firstly from the convex kind to the linear one, thereafter from the linear kind to concave one, the role of couple stress size dependency becomes a bit more pronounced. In addition, it is deduced that the gap between nonlinear flexural curves associated with the convex, linear and concave patterns of thickness variation gets larger by changing the boundary conditions of the FG composite arbitrary-shaped microplates from clamped ones to simply supported ones.
dc.description.sponsorshipNational Natural Science Foundation of China [51908146]
dc.description.sponsorshipThis research is supported by National Natural Science Foundation of China (No. 51908146).
dc.identifier.doi10.1007/s43452-021-00264-w
dc.identifier.issn1644-9665
dc.identifier.issn2083-3318
dc.identifier.issue3
dc.identifier.orcid0000-0002-1675-4902
dc.identifier.orcid0000-0003-1905-0799
dc.identifier.scopus2-s2.0-85111128133
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1007/s43452-021-00264-w
dc.identifier.urihttps://hdl.handle.net/11129/12236
dc.identifier.volume21
dc.identifier.wosWOS:000674961800001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringernature
dc.relation.ispartofArchives of Civil and Mechanical Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260204
dc.subjectNonlinear flexural response
dc.subjectSize dependency
dc.subjectThickness variation
dc.subjectNormal shape function
dc.subjectMicroplates
dc.titleIsogeometric couple stress continuum-based linear and nonlinear flexural responses of functionally graded composite microplates with variable thickness
dc.typeArticle

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