Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/88237
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorCai, Yen_US
dc.creatorYoung, Ben_US
dc.date.accessioned2020-09-28T01:46:54Z-
dc.date.available2020-09-28T01:46:54Z-
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/88237-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2019 Elsevier Ltd. All rights reserveden_US
dc.rights© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Cai, Y., & Young, B. (2019). Carbon steel and stainless steel bolted connections undergoing unloading and re-loading processes. Journal of Constructional Steel Research, 157, 337-346 is available at https://dx.doi.org/10.1016/j.jcsr.2019.03.007.en_US
dc.subjectBearing failureen_US
dc.subjectBolted connectionen_US
dc.subjectCarbon steel and stainless steelen_US
dc.subjectCyclic loadingen_US
dc.subjectExperimental investigation, monotonic loadingen_US
dc.titleCarbon steel and stainless steel bolted connections undergoing unloading and re-loading processesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage337en_US
dc.identifier.epage346en_US
dc.identifier.volume157en_US
dc.identifier.doi10.1016/j.jcsr.2019.03.007en_US
dcterms.abstractA total of 50 bolted connections of carbon steel and stainless steel subjected to monotonic loading and cyclic loading conditions were investigated. The connection specimens were fabricated from carbon steel grades 1.20 mm G500 and 1.90 mm G450, as well as cold-formed stainless steel types EN 1.4301 and EN 1.4162 with nominal thickness 1.50 mm. In the monotonic tests, the specimens were tested under a constant loading rate by the displacement control test method, while in the cyclic tests, the specimens having the same dimensions as those in the monotonic tests were subjected to loading, unloading and re-loading processes, where displacement control and load control test methods were used. The results obtained from the cyclic tests were compared with those obtained from the monotonic tests. It was found that the ultimate loads obtained from the cyclic tests were, on average, larger than those obtained from the monotonic tests for carbon steel bolted connections; this was in contrast with the compared results for stainless steel bolted connections. The elongations corresponding to the ultimate loads obtained from the cyclic tests were, on average, larger than those obtained from the monotonic tests for both carbon steel and stainless steel, which may indicate that the loading processes in the cyclic tests generally delayed the bolted connection specimens from reaching the ultimate loads. Generally, the failure modes in the cyclic tests were consistent with those in the monotonic tests for the same specimen series, where the specimens mainly failed in the connection plate bearing.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of constructional steel research, June 2019, v. 157, p. 337-346en_US
dcterms.isPartOfJournal of constructional steel researchen_US
dcterms.issued2019-06-
dc.identifier.scopus2-s2.0-85062838121-
dc.identifier.eissn1873-5983en_US
dc.description.validate202009 bcrcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0485-n09-
dc.description.pubStatusPublisheden_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Cai_Carbon_Steel_Stainless.pdfPre-Published version1.76 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

79
Last Week
0
Last month
Citations as of Jun 4, 2023

Downloads

2
Citations as of Jun 4, 2023

SCOPUSTM   
Citations

14
Citations as of Jun 8, 2023

WEB OF SCIENCETM
Citations

13
Citations as of Jun 8, 2023

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.