Combined axial and lateral stability behavior of random checkerboard reinforced cylindrical microshells via a couple stress-based moving Kriging meshfree model

dc.contributor.authorLiu, Hongwei
dc.contributor.authorSafaei, Babak
dc.contributor.authorSahmani, Saeid
dc.date.accessioned2026-02-06T18:36:09Z
dc.date.issued2022
dc.departmentDoğu Akdeniz Üniversitesi
dc.description.abstractIn this investigation, a size-dependent numerical solution methodology is devised to analyze nonlinear buckling and postbuckling of cylindrical microsized shells made of checkerboard randomly reinforced nanocomposites subjected to a combination of axial and lateral compressions. To accomplish this purpose, the modified couple stress elasticity continuum is formulated within the third-order shear flexible shell model. Using a probabilistic-based homogenization plan in conjunction with the Monte-Carlo simulation, the effective mechanical parameters of the randomly reinforced nanocomposites are captured. The established size-dependent problem is then numerically solved via using the moving Kriging meshfree technique having the ability to enforce the required boundary conditions straightly at the associated nodes without using any type of penalty technique. By tracing the nonlinear stability paths, it is revealed that for the both axial dominated and lateral dominated loading cases, the stiffening feature related to the rotation gradient tensor causes that the microshell endures higher shortening before the buckling phenomenon occurs. In addition, it is found that by increasing the length to width ratio of graphene nanofillers, the effect of combination of axial or lateral load increases a bit.
dc.description.sponsorshipGeneral project of Qinghai Nationalities University, Study on Bond Mechanism of FRP Reinforced Magnesium Phosphate Cement Strengthened Reinforced Concrete Beams in Alpine Regions [2021XJGH10]
dc.description.sponsorshipThis work was supported by General project of Qinghai Nationalities University, Study on Bond Mechanism of FRP Reinforced Magnesium Phosphate Cement Strengthened Reinforced Concrete Beams in Alpine Regions (No. 2021XJGH10).
dc.identifier.doi10.1007/s43452-021-00338-9
dc.identifier.issn1644-9665
dc.identifier.issn2083-3318
dc.identifier.issue1
dc.identifier.orcid0000-0002-1675-4902
dc.identifier.scopus2-s2.0-85120175257
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1007/s43452-021-00338-9
dc.identifier.urihttps://hdl.handle.net/11129/12237
dc.identifier.volume22
dc.identifier.wosWOS:000723650700001
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 shell stability
dc.subjectNanocomposites
dc.subjectMoving Kriging meshfree technique
dc.subjectModified couple stress elasticity
dc.subjectRandom reinforcement
dc.titleCombined axial and lateral stability behavior of random checkerboard reinforced cylindrical microshells via a couple stress-based moving Kriging meshfree model
dc.typeArticle

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