Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101142
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorGao, Ken_US
dc.creatorLi, Ren_US
dc.creatorYang, Jen_US
dc.date.accessioned2023-08-30T04:15:17Z-
dc.date.available2023-08-30T04:15:17Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/101142-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2019 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2019. 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 Gao, K., Li, R., & Yang, J. (2019). Dynamic characteristics of functionally graded porous beams with interval material properties. Engineering Structures, 197, 109441 is available at https://doi.org/10.1016/j.engstruct.2019.109441.en_US
dc.subjectChebyshev surrogate modelen_US
dc.subjectDiscrete singular convolutionen_US
dc.subjectDynamic characteristicsen_US
dc.subjectFunctionally graded porous structuresen_US
dc.subjectInterval analysisen_US
dc.titleDynamic characteristics of functionally graded porous beams with interval material propertiesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume197en_US
dc.identifier.doi10.1016/j.engstruct.2019.109441en_US
dcterms.abstractThis paper presents a new computational approach named hybrid Chebyshev surrogate model with discrete singular convolution (CSM-DSC) method to study the nondeterministic dynamic characteristics of functionally graded (FG) porous beams with material uncertainties. In the proposed approach, interval analysis can be directly applied in hybrid CSM-DSC computational framework, then the upper and low bounds of the dynamic responses of FG porous beams with various boundary conditions can be readily obtained. Based on Hamilton's principle and Timoshenko beam theory, the governing equation is established and solved by DSC method. By utilizing the higher-dimensional Chebyshev surrogate (HDCS) model, the approximate performance function involving uncertainty in three critical material properties, such as Young's modulus, mass density and porosity coefficient, is developed numerically. In order to verify the validity and accuracy of the proposed method, deterministic analysis and nondeterministic analysis are implemented to compare the present results against the published ones, and those obtained by the finite element method (FEM) and quasi-Monte Carlo simulation (QMCS) method. A comprehensive parametric study is then conducted to examine the influences of material parameter uncertainties, porosity distribution patterns, porosity coefficient, boundary conditions, and aspect ratio on the bounds of frequencies. The results show that the uncertainty of Young's modulus has the most significant effect on beam's dynamic responses, followed by that of mass density whereas the influence of the uncertain of porosity coefficient is much less pronounced.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 15 Oct. 2019, v. 197, 109441en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2019-10-15-
dc.identifier.scopus2-s2.0-85069744665-
dc.identifier.eissn1873-7323en_US
dc.identifier.artn109441en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1218-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextAustralian Research Councilen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS45189775-
dc.description.oaCategoryGreen (AAM)en_US
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