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dc.contributor.authorHuang, C. S.en_US
dc.contributor.authorChan, C. W.en_US
dc.date.accessioned2014-12-08T15:33:51Z-
dc.date.available2014-12-08T15:33:51Z-
dc.date.issued2014-03-01en_US
dc.identifier.issn0219-4554en_US
dc.identifier.urihttp://dx.doi.org/10.1142/S0219455413500600en_US
dc.identifier.urihttp://hdl.handle.net/11536/23365-
dc.description.abstractThe solutions for the vibrations of cracked thin plates are obtained by the Ritz method with admissible functions. Based on the classical plate theory, the basis functions comprising polynomials and crack functions are adopted to generate the admissible functions by the moving least-squares approach for a set of nodes randomly distributed in the domain. The crack functions account for the singular behaviors of stress resultants at crack tip(s), which are discontinuous in displacement and slope across the crack. The present solutions are validated through convergence tests of frequencies and by comparison with the published results for simply-supported cracked rectangular plates. The solutions are further employed to determine the natural frequencies of cantilevered skewed rhombic and isosceles triangular plates and completely free circular plates, each with a crack of varying length, location and orientation. The numerical results are tabulated and some corresponding mode shapes are also presented, by means of nodal patterns. Most of the results shown here are new to the literature.en_US
dc.language.isoen_USen_US
dc.subjectVibrationsen_US
dc.subjectcracked platesen_US
dc.subjectcracked functionsen_US
dc.subjectRitz methoden_US
dc.subjectmoving least-squares approachen_US
dc.titleVIBRATION ANALYSES OF CRACKED PLATES BY THE RITZ METHOD WITH MOVING LEAST-SQUARES INTERPOLATION FUNCTIONSen_US
dc.typeArticleen_US
dc.identifier.doi10.1142/S0219455413500600en_US
dc.identifier.journalINTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICSen_US
dc.citation.volume14en_US
dc.citation.issue2en_US
dc.citation.epageen_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000329311600004-
dc.citation.woscount1-
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