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Article: Load-deformation prediction for eccentrically loaded bolt groups by a kinematic hardening approach

TitleLoad-deformation prediction for eccentrically loaded bolt groups by a kinematic hardening approach
Authors
KeywordsBolt groups
Kinematic hardening
Non-linear
Partial interaction
Slip
Issue Date2009
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 2009, v. 65 n. 2, p. 436-442 How to Cite?
AbstractThe use of steel plates anchored on the sides of beams is effective in strengthening existing beams when they have deteriorated. The behaviour of the side plated beam is highly affected by the level of partial interaction between the components, which is provided by the use of bolts acting in groups. To determine the structural response of composite beams, the interaction through bolts or the load deformation response of bolt groups should be modelled. This study aims to develop a procedure to predict the non-linear load-deformation response of bolt groups subjected to combined in-plane moment and shear. The in-plane behaviour of bolts is first established by adopting the analogy from material plasticity. Then the incremental load-deformation responses of bolt groups are derived. Numerical examples are carried out and the results are verified by the available experimental results. The theory developed herein is able to model the load-deformation response of bolt groups and can potentially be applied to non-linear analyses of bolted side plated structures. © 2008 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/58515
ISSN
2015 Impact Factor: 1.702
2015 SCImago Journal Rankings: 1.746
ISI Accession Number ID
Funding AgencyGrant Number
The University of Hong Kong
Research Grants Council of Hong Kong SARHKU7129/03E
HKU7 168/06E
Funding Information:

The work described in this paper has been fully Supported by The University of Hong Kong through the Small Project Funding 2005-06 and by the Research Grants Council of Hong Kong SAR (Project Nos. HKU7129/03E and HKU7 168/06E).

References

 

DC FieldValueLanguage
dc.contributor.authorSiu, WHen_HK
dc.contributor.authorSu, RKLen_HK
dc.date.accessioned2010-05-31T03:31:47Z-
dc.date.available2010-05-31T03:31:47Z-
dc.date.issued2009en_HK
dc.identifier.citationJournal Of Constructional Steel Research, 2009, v. 65 n. 2, p. 436-442en_HK
dc.identifier.issn0143-974Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/58515-
dc.description.abstractThe use of steel plates anchored on the sides of beams is effective in strengthening existing beams when they have deteriorated. The behaviour of the side plated beam is highly affected by the level of partial interaction between the components, which is provided by the use of bolts acting in groups. To determine the structural response of composite beams, the interaction through bolts or the load deformation response of bolt groups should be modelled. This study aims to develop a procedure to predict the non-linear load-deformation response of bolt groups subjected to combined in-plane moment and shear. The in-plane behaviour of bolts is first established by adopting the analogy from material plasticity. Then the incremental load-deformation responses of bolt groups are derived. Numerical examples are carried out and the results are verified by the available experimental results. The theory developed herein is able to model the load-deformation response of bolt groups and can potentially be applied to non-linear analyses of bolted side plated structures. © 2008 Elsevier Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_HK
dc.relation.ispartofJournal of Constructional Steel Researchen_HK
dc.rightsJournal of Constructional Steel Research. Copyright © Elsevier Ltd.en_HK
dc.subjectBolt groupsen_HK
dc.subjectKinematic hardeningen_HK
dc.subjectNon-linearen_HK
dc.subjectPartial interactionen_HK
dc.subjectSlipen_HK
dc.titleLoad-deformation prediction for eccentrically loaded bolt groups by a kinematic hardening approachen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0143-974X&volume=65&issue=2&spage=436&epage=442&date=2009&atitle=Load-deformation+prediction+for+eccentrically+loaded+bolt+groups+by+a+kinematic+hardening+approachen_HK
dc.identifier.emailSu, RKL:klsu@hkucc.hku.hken_HK
dc.identifier.authoritySu, RKL=rp00072en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.jcsr.2008.03.002en_HK
dc.identifier.scopuseid_2-s2.0-56949102915en_HK
dc.identifier.hkuros154468en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-56949102915&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume65en_HK
dc.identifier.issue2en_HK
dc.identifier.spage436en_HK
dc.identifier.epage442en_HK
dc.identifier.isiWOS:000262388500019-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridSiu, WH=16067749400en_HK
dc.identifier.scopusauthoridSu, RKL=7102627096en_HK

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