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dc.contributor.authorJanarthanan, Balasubramaniam
dc.contributor.authorMahendran, Mahen
dc.contributor.authorGunalan, Shanmuganathan
dc.date.accessioned2020-12-23T03:38:40Z
dc.date.available2020-12-23T03:38:40Z
dc.date.issued2015
dc.identifier.issn1867-0520en_US
dc.identifier.doi10.1002/stco.201510027en_US
dc.identifier.urihttp://hdl.handle.net/10072/400540
dc.description.abstractBearing failure is a form of localized failure that occurs when thin‐walled cold‐formed steel sections are subjected to concentrated loads or support reactions. To determine the bearing capacity of cold‐formed channel sections, a unified design equation with different bearing coefficients is given in the current North American specification AISI S100 and the Australian/New Zealand standard AS/NZS 4600. However, coefficients are not available for unlipped channel sections that are normally fastened to supports through their flanges. Eurocode 3 Part 1.3 includes bearing capacity equations for different load cases, but does not distinguish between fastened and unfastened support conditions. Therefore, an experimental study was conducted to determine the bearing capacities of these sections as used in floor systems. Twenty‐eight web bearing tests on unlipped channel sections with restrained flanges were conducted under End One Flange (EOF) and Interior One Flange (IOF) load cases. Using the results from this study, a new equation was proposed within the AISI S100 and AS/NZS 4600 guidelines to determine the bearing capacities of cold‐formed unlipped channels with flanges fastened to supports. A new design rule was also proposed based on the direct strength method.en_US
dc.description.peerreviewedYesen_US
dc.languageEnglishen_US
dc.language.isoeng
dc.publisherWileyen_US
dc.relation.ispartofpagefrom146en_US
dc.relation.ispartofpageto154en_US
dc.relation.ispartofissue3en_US
dc.relation.ispartofjournalSteel Constructionen_US
dc.relation.ispartofvolume8en_US
dc.subject.fieldofresearchCivil Engineeringen_US
dc.subject.fieldofresearchcode0905en_US
dc.subject.keywordsScience & Technologyen_US
dc.subject.keywordsConstruction & Building Technologyen_US
dc.subject.keywordsCold-formed unlipped channel sectionsen_US
dc.subject.keywordsbearing capacityen_US
dc.titleBearing capacity of cold-formed unlipped channels with restrained flanges under EOF and IOF load casesen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Articlesen_US
dcterms.bibliographicCitationJanarthanan, B; Mahendran, M; Gunalan, S, Bearing capacity of cold-formed unlipped channels with restrained flanges under EOF and IOF load cases, Steel Construction, 2015, 8 (3), pp. 146-154en_US
dc.date.updated2020-12-23T03:35:27Z
dc.description.versionAccepted Manuscript (AM)en_US
gro.rights.copyright© 2015 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin. This is the pre-peer reviewed version of the following article: Bearing capacity of cold-formed unlipped channels with restrained flanges under EOF and IOF load cases, Steel Construction, 2015, 8 (3), pp. 146-154, which has been published in final form at https://doi.org/10.1002/stco.201510027. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving (http://olabout.wiley.com/WileyCDA/Section/id-828039.html)en_US
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gro.griffith.authorGunalan, Shanmuganathan (Guna)


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