Publication:
Joint slip in steel electric transmission towers

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dc.contributor.authorUngkurapinan, N
dc.contributor.authorRajapakse, R. K. N. D
dc.contributor.authorChandrakeerthy, SR De S
dc.contributor.authorYue, S.B
dc.date.accessioned2021-10-22T08:53:26Z
dc.date.available2021-10-22T08:53:26Z
dc.date.issued2003-05-01
dc.description.abstractJoint slip is the relative displacement of a bolted joint under shear. It is greater in transmission towers as bolt diameters are small, members joined are thin, bearing type joints with a lower clamping force are used, and coefficient of friction of galvanized faying surfaces is low. This study on behaviour of such joints, incorporated 36 joint tests, generated joint slip data and developed mathematical expressions to describe slip and load-deformation behaviour. As currently used construction clearance was found satisfactory, joint slip cannot be eliminated. Hence, incorporation of the reported joint slip data or mathematical expressions in tower analysis software will refine their results.en_US
dc.identifier.citation84en_US
dc.identifier.doihttps://doi.org/10.1016/S0141-0296(03)00003-8en_US
dc.identifier.issn0141-0296
dc.identifier.urihttps://rda.sliit.lk/handle/123456789/181
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofseriesEngineering Structures;Vol 25, Issue 6, Pages 779-788
dc.subjectElectric transmission toweren_US
dc.subjectBolted jointen_US
dc.subjectBearing type jointen_US
dc.subjectJoint slipen_US
dc.subjectJoint deformationen_US
dc.subjectExperimental joint behaviouren_US
dc.subjectConstruction clearanceen_US
dc.titleJoint slip in steel electric transmission towersen_US
dc.typeArticleen_US
dspace.entity.typePublication

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