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TESTS ON 10.9 BOLTS UNDER COMBINED TENSION AND SHEAR



dc.contributor.authorKawohl Katherine, Anne
dc.contributor.authorLange , Jörg
dc.date.accessioned2017-02-09T11:30:31Z
dc.date.available2017-02-09T11:30:31Z
dc.date.issued2016
dc.identifier.citationActa Polytechnica. 2016, vol. 56, no. 2, p. 112-117.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/67253
dc.description.abstractPrior investigations of the load-bearing capacity of bolts during fire have shown differing behaviour between bolts that have been loaded by shear or by tensile loads. A combination of the two loads has not yet been examined under fire conditions. This paper describes a series of tests on high-strength bolts of property class 10.9 both during and after fire under a combined shear and tensile load.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/ap/article/view/3453
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectstructural fire designen
dc.subjectsteel structuresen
dc.subjectmaterial behaviouren
dc.subjecthigh-strength boltsen
dc.subjectexperimental studyen
dc.subjectconnectionsen
dc.titleTESTS ON 10.9 BOLTS UNDER COMBINED TENSION AND SHEAR
dc.typearticleen
dc.date.updated2017-02-09T11:30:32Z
dc.identifier.doi10.14311/AP.2016.56.0112
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Creative Commons Attribution 4.0 International License
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