Please use this identifier to cite or link to this item:
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorQu, WL-
dc.creatorHe, Z-
dc.creatorQin, W-
dc.creatorXu, YL-
dc.creatorPi, YL-
dc.publisherDepartment of Civil and Structural Engineering and Department of Mechanical Engineering, The Hong Kong Polytechnic University.en_US
dc.rightsCopyright ©2011 Department of Civil and Structural Engineering and Department of Mechanical Engineering, Hong Kong Polytechnic Universityen_US
dc.rightsPosted with permission of the publisher.en_US
dc.subjectDamage identificationen_US
dc.subjectBolt loosenessen_US
dc.subjectFlange jointen_US
dc.subjectDamage indexen_US
dc.subjectEquivalent methoden_US
dc.titleDamage location identification for bolt looseness at flange joints of leg members in high-rise steel tubular tower structuresen_US
dc.typeConference Paperen_US
dc.description.otherinformationAuthor name used in this publication: Xu YouLinen_US
dc.description.otherinformationAuthor name used in this publication: Weilian Quen_US
dc.description.otherinformationRefereed conference paperen_US
dcterms.abstractA number of high-rise latticed tower structures are made of steel tubular members. To facilitate the construction, the tower legs are constructed by connecting the steel tubular members with bolted flange joints. Under the wind load, the bolts of the flange joints may loosen; and this may endanger the safety of the tower if the bolt looseness and its locations cannot be detected and repaired timely. This paper proposes a new method for identifying the damage locations of bolt looseness of bolted flange joints at tower legs based on the abrupt changes of the structural responses of the towers to the wind load. The bolt looseness is reflected by the reduction of the bending rigidity of elements in the stiffness matrix of the beam element model which is equivalent to the refined solid finite element model of the flange joints. A vector composed of the standardized mean square deviations of the wind-induced longitudinal strain responses at flange joints in a damaged state of the tower related to those in its undamaged state is used as a damage index. It has been shown that the damage index is sensitive to the damage locations but independent of the wind load. Hence. the damage index can be used to identify the damage locations of the bolt looseness at the flange joints. Finally, the proposed method is applied to a latticed steel tubular tower, which shows that the proposed method can accurately identify the damage locations of bolt looseness.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationDynamics for sustainable engineering : proceedings of the 14th Asia-Pacific Vibration Conference, 5-8 December 2011, Hong Kong, v. 2, p. 521-530-
dc.description.ros2011-2012 > Academic research: refereed > Refereed conference paper-
dc.description.oaVersion of Recorden_US
Appears in Collections:Conference Paper
Files in This Item:
File Description SizeFormat 
Qu_Damage_Location_Identification.pdf1.83 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Version of Record
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

Last Week
Last month
Citations as of Jun 26, 2022


Citations as of Jun 26, 2022

Google ScholarTM


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