Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/28941
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ni, Yiwen | - |
dc.contributor.author | Zhu, Shengbo | - |
dc.contributor.author | Tong, Zhenzhen | - |
dc.contributor.author | Xu, Xinsheng | - |
dc.contributor.author | Zhou, Zhenhuan | - |
dc.contributor.author | Lim, C. W. | - |
dc.contributor.author | Wadee, Ahmer M. | - |
dc.contributor.author | Yiatros, Stylianos | - |
dc.date.accessioned | 2023-03-31T07:04:20Z | - |
dc.date.available | 2023-03-31T07:04:20Z | - |
dc.date.issued | 2023-02-01 | - |
dc.identifier.citation | Journal of Engineering Mechanics, 2023, vol. 149, iss. 2 | en_US |
dc.identifier.issn | 07339399 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/28941 | - |
dc.description.abstract | An accurate nonlinear hygrothermal-electro-elastic (HTEE) buckling analysis of piezoelectric fiber-reinforced composite cylindrical shells subjected to the coupled loading effects of axial compression and hydrostatic pressure was established by considering the nonuniform prebuckling effect. Nonlinear governing equations were derived based on higher-order shear deformation theory and Novozhilov's nonlinear shell theory. Accurate critical buckling stresses and pressures and explicit buckling modes for both axisymmetric and nonaxisymmetric buckling were obtained by the Galerkin method. A comparison between the new prediction and existing results is presented and excellent agreement is reported. A comprehensive parametric study of geometric parameters, end conditions, distribution patterns, and hygrothermal-electric multiphysical fields on the buckling behavior of HTEE composite cylindrical shell is also analyzed and discussed. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.relation.ispartof | Journal of Engineering Mechanics | en_US |
dc.rights | © American Society of Civil Engineers | en_US |
dc.title | Stability of Composite Cylindrical Shells with Nonclassical Hygrothermal-Electro-Elastic Coupled Loads | en_US |
dc.type | Article | en_US |
dc.collaboration | Ningbo University | en_US |
dc.collaboration | Dalian University of Technology | en_US |
dc.collaboration | International Center for Computational Mechanics, Dalian | en_US |
dc.collaboration | City University of Hong Kong | en_US |
dc.collaboration | Imperial College London | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.journals | Subscription | en_US |
dc.country | Cyprus | en_US |
dc.country | China | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.1061/JENMDT.EMENG-6867 | en_US |
dc.identifier.scopus | 2-s2.0-85144137632 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85144137632 | - |
dc.relation.issue | 2 | en_US |
dc.relation.volume | 149 | en_US |
cut.common.academicyear | 2022-2023 | en_US |
item.fulltext | No Fulltext | - |
item.languageiso639-1 | en | - |
item.grantfulltext | none | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.cerifentitytype | Publications | - |
item.openairetype | article | - |
crisitem.journal.journalissn | 1943-7889 | - |
crisitem.journal.publisher | American Society of Civil Engineers | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-4803-6585 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Άρθρα/Articles |
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