Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/81067
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Mechanical Engineeringen_US
dc.creatorGuan, Ren_US
dc.creatorLu, Yen_US
dc.creatorWang, Ken_US
dc.creatorSu, Zen_US
dc.date.accessioned2019-07-22T01:56:35Z-
dc.date.available2019-07-22T01:56:35Z-
dc.identifier.issn0964-1726en_US
dc.identifier.urihttp://hdl.handle.net/10397/81067-
dc.language.isoenen_US
dc.publisherInstitute of Physics Publishingen_US
dc.rights© 2018 IOP Publishing Ltden_US
dc.rightsThis manuscript version is made available under theCC-BY-NC-ND 4.0 license (https://creativecommons.org/licenses/by-nc-nd/4.0/)en_US
dc.rightsThe following publication Guan, R., Lu, Y., Wang, K., & Su, Z. (2018). Quantitative fatigue crack evaluation in pipeline structures using nonlinear cylindrical waves. Smart Materials and Structures, 28(2), 025015 is available at https://doi.org/10.1088/1361-665X/aaf242en_US
dc.subjectFatigue cracken_US
dc.subjectNonlinear guided wavesen_US
dc.subjectPipeline structuresen_US
dc.titleQuantitative fatigue crack evaluation in pipeline structures using nonlinear cylindrical wavesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume28en_US
dc.identifier.issue2en_US
dc.identifier.doi10.1088/1361-665X/aaf242en_US
dcterms.abstractThis study comprehensively investigated the interaction between fatigue crack propagation and cylindrical guided waves which were excited and collected by surface-mounted piezoelectric elements on an aluminium pipe to identify the wave nonlinearity induced by the fatigue crack. Numerical simulation and experimental testing were conducted to quantify the relation between the crack length and the wave nonlinearity collected in both transmission and reflection configurations using an appropriate nonlinear index, where the co-existence of flexural wave modes as a wave group at second harmonic was considered. Both numerical and experimental results revealed that the nonlinear index first increased monotonously and then it started to drop with the further growth of the crack, a phenomenon which can be utilised for quantitative assessment of initiation of fatigue cracks. Finally, the differences between the results from simulation and experiment were compared and discussed, where possible reasons for the change in nonlinear index in both approaches were elaborated.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSmart materials and structures, Feb. 2019, v. 28, no. 2, 25015en_US
dcterms.isPartOfSmart materials and structuresen_US
dcterms.issued2019-02-
dc.identifier.scopus2-s2.0-85062536598-
dc.identifier.eissn1361-665Xen_US
dc.identifier.artn25015en_US
dc.description.ros2018002858en_US
dc.description.validate201907 bcwhen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberME-0514-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS14563369-
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Wang_Quantitative_Fatigue_Crack.pdfPre-Published version1.76 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

106
Last Week
0
Last month
Citations as of Apr 21, 2024

Downloads

38
Citations as of Apr 21, 2024

SCOPUSTM   
Citations

8
Citations as of Apr 26, 2024

WEB OF SCIENCETM
Citations

7
Citations as of Apr 25, 2024

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.