Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/95102
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | en_US |
dc.creator | Guo, YB | en_US |
dc.creator | Ho, HC | en_US |
dc.creator | Xiao, M | en_US |
dc.creator | Liu, X | en_US |
dc.creator | Chung, KF | en_US |
dc.date.accessioned | 2022-09-14T08:20:04Z | - |
dc.date.available | 2022-09-14T08:20:04Z | - |
dc.identifier.isbn | 978-981-15-8078-9 (Print) | en_US |
dc.identifier.isbn | 978-981-15-8079-6 (Online) | en_US |
dc.identifier.uri | http://hdl.handle.net/10397/95102 | - |
dc.language.iso | en | en_US |
dc.publisher | Springer | en_US |
dc.rights | © Springer Nature Singapore Pte Ltd. 2021 | en_US |
dc.rights | This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use (https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: http://dx.doi.org/10.1007/978-981-15-8079-6_145. | en_US |
dc.subject | Cyclic tests | en_US |
dc.subject | High strength steel | en_US |
dc.subject | Hysteretic behaviour | en_US |
dc.subject | Ductility | en_US |
dc.subject | Welded sections | en_US |
dc.title | Structural responses of high strength S690 welded sections under different cyclic actions | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.spage | 1569 | en_US |
dc.identifier.epage | 1578 | en_US |
dc.identifier.volume | 101 | en_US |
dc.identifier.doi | 10.1007/978-981-15-8079-6_145 | en_US |
dcterms.abstract | Structural engineers are constantly looking for high strength constructional materials as they face huge challenges in providing structural solutions to build heavily loaded structures, such as high-rise buildings and long span bridges. Applications of high strength S690 steels to building structures are very attractive owing to their high strength to self-weight ratios which often provide significant savings in costs and time. However, there are concerns on mechanical properties of welded S690 members, in particular, in both strength and ductility, and there is a lack of technical guidance on how to assess any adverse effect on these mechanical properties. This paper presents an experimental investigation into structural responses of S690 steel plates and welded sections under cyclic actions with both constant and varying strain amplitudes, and comparison on cyclic deformation characteristics of both steel plates and their welded sections is presented. | en_US |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Lecture notes in civil engineering, 2021, v. 101, p. 1569-1578 | en_US |
dcterms.isPartOf | Lecture notes in civil engineering | en_US |
dcterms.issued | 2021 | - |
dc.identifier.scopus | 2-s2.0-85104141180 | - |
dc.description.validate | 202209 bcfc | en_US |
dc.description.oa | Accepted Manuscript | en_US |
dc.identifier.FolderNumber | CEE-0579 | - |
dc.description.fundingSource | RGC | en_US |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | Research Committee of the Hong Kong Polytechnic University | en_US |
dc.description.pubStatus | Published | en_US |
dc.identifier.OPUS | 50034259 | - |
dc.description.oaCategory | Green (AAM) | en_US |
Appears in Collections: | Book |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Chung_Structural_Responses_High.pdf | Pre-Published version | 6.48 MB | Adobe PDF | View/Open |
Page views
72
Last Week
0
0
Last month
Citations as of Jul 14, 2024
Downloads
30
Citations as of Jul 14, 2024
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.