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Conference Paper: Transient state tests of cold-formed stainless steel bolted connections

TitleTransient state tests of cold-formed stainless steel bolted connections
Authors
Issue Date2017
PublisherWilhelm Ernst und Sohn.
Citation
The 8th European Conference on Steel and Composite Structures, Copenhagen, Denmark, 13-15 September 2017. In ce/papers, 2017, p. 234-242 How to Cite?
AbstractA total of 34 cold-formed stainless steel single shear two-parallel bolted and four-bolted connection specimens were tested using transient state test method. The specimens of bolted connections were fabricated by three different grades of stainless steel. The three different grades of stainless steel are austenitic stainless steel EN 1.4301 (AISI 304) and EN 1.4571 (AISI 316Ti having small amount of titanium) as well as lean duplex stainless steel EN 1.4162 (AISI S32101). The tests were conducted at three different load levels of 0.25, 0.50 and 0.75 of the failure load at room temperature. The tendency of the test strength reduction of the stainless steel single shear bolted connections conducted using the transient state test method is similar to those results obtained by the steady state test method. However, the critical temperatures obtained from the transient state test results are generally slightly higher compared with those deduced from the steady state test results at the three different load levels. The austenitic stainless steel grade EN 1.4571 (AISI 316Ti) generally performed better than the other two stainless steel grades in transient state tests as higher values of critical temperatures were obtained. The failure modes of the specimens in transient state tests at the load level of 0.25 are generally consistent with those of the specimens in the steady state tests at similar temperatures.
Persistent Identifierhttp://hdl.handle.net/10722/250124
ISSN

 

DC FieldValueLanguage
dc.contributor.authorCai, Y-
dc.contributor.authorYoung, B-
dc.date.accessioned2017-12-20T09:21:06Z-
dc.date.available2017-12-20T09:21:06Z-
dc.date.issued2017-
dc.identifier.citationThe 8th European Conference on Steel and Composite Structures, Copenhagen, Denmark, 13-15 September 2017. In ce/papers, 2017, p. 234-242-
dc.identifier.issn2509-7075-
dc.identifier.urihttp://hdl.handle.net/10722/250124-
dc.description.abstractA total of 34 cold-formed stainless steel single shear two-parallel bolted and four-bolted connection specimens were tested using transient state test method. The specimens of bolted connections were fabricated by three different grades of stainless steel. The three different grades of stainless steel are austenitic stainless steel EN 1.4301 (AISI 304) and EN 1.4571 (AISI 316Ti having small amount of titanium) as well as lean duplex stainless steel EN 1.4162 (AISI S32101). The tests were conducted at three different load levels of 0.25, 0.50 and 0.75 of the failure load at room temperature. The tendency of the test strength reduction of the stainless steel single shear bolted connections conducted using the transient state test method is similar to those results obtained by the steady state test method. However, the critical temperatures obtained from the transient state test results are generally slightly higher compared with those deduced from the steady state test results at the three different load levels. The austenitic stainless steel grade EN 1.4571 (AISI 316Ti) generally performed better than the other two stainless steel grades in transient state tests as higher values of critical temperatures were obtained. The failure modes of the specimens in transient state tests at the load level of 0.25 are generally consistent with those of the specimens in the steady state tests at similar temperatures.-
dc.languageeng-
dc.publisherWilhelm Ernst und Sohn.-
dc.relation.ispartofce/papers-
dc.titleTransient state tests of cold-formed stainless steel bolted connections-
dc.typeConference_Paper-
dc.identifier.emailYoung, B: young@hku.hk-
dc.identifier.authorityYoung, B=rp00208-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1002/cepa.54-
dc.identifier.hkuros283687-
dc.identifier.spage234-
dc.identifier.epage242-
dc.publisher.placeGermany-
dc.identifier.issnl2509-7075-

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