Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/90606
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | en_US |
dc.creator | Huang, L | en_US |
dc.creator | Yu, T | en_US |
dc.creator | Wang, ZY | en_US |
dc.creator | Zhang, SS | en_US |
dc.date.accessioned | 2021-08-04T01:52:07Z | - |
dc.date.available | 2021-08-04T01:52:07Z | - |
dc.identifier.issn | 0950-0618 | en_US |
dc.identifier.uri | http://hdl.handle.net/10397/90606 | - |
dc.language.iso | en | en_US |
dc.publisher | Elsevier | en_US |
dc.rights | © 2020 Elsevier Ltd. All rights reserved | en_US |
dc.rights | © 2020. 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.rights | The following publication Huang, L., Yu, T., Wang, Z.-Y., & Zhang, S.-S. (2020). Compressive behaviour of slender FRP-confined concrete-encased cross-shaped steel columns. Construction and Building Materials, 258, 120356 is available at https://dx.doi.org/10.1016/j.conbuildmat.2020.120356. | en_US |
dc.subject | Concrete | en_US |
dc.subject | Eccentric compression | en_US |
dc.subject | Fibre-reinforced polymer (FRP) | en_US |
dc.subject | Hybrid columns | en_US |
dc.subject | Slender columns | en_US |
dc.subject | Steel section | en_US |
dc.subject | Tubular columns | en_US |
dc.title | Compressive behaviour of slender FRP-confined concrete-encased cross-shaped steel columns | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.volume | 258 | en_US |
dc.identifier.doi | 10.1016/j.conbuildmat.2020.120356 | en_US |
dcterms.abstract | Fibre-reinforced polymer (FRP)-confined concrete-encased cross-shaped steel columns (FCCSCs) consist of a square FRP outer tube with round corners, a cross-shaped inner steel section and concrete filled in the between. The unique configuration of FCCSCs ensures that the concrete in the columns is well confined despite the square column shape, as demonstrated by the relevant existing research. The existing work on FCCSCs, however, has been limited to the behavior of short FCCSCs under axial compression. With their optimal configuration, the use of FCCSCs means that considerably reduced section dimensions may be adopted for the same load demand, leading to relatively slender columns in practice. In addition, the load eccentricity is an important parameter to consider in the column design. This paper presents the first-ever experimental study on the behaviour of slender FCCSCs. The test variables in this study included the load eccentricity, the slenderness ratio of the column and the thickness of FRP tube. The test results confirm the excellent structural performance of slender FCCSCs, and show that the load capacity of FCCSCs decreases with the slenderness ratio and the load eccentricity. Nevertheless, the confinement effects on the behavior of FCCSCs were found to be remarkable even when the column slenderness ratio and load eccentricity are large. | en_US |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Construction and building materials, 20 Oct. 2020, v. 258, 120356 | en_US |
dcterms.isPartOf | Construction and building materials | en_US |
dcterms.issued | 2020-10-20 | - |
dc.identifier.scopus | 2-s2.0-85090246617 | - |
dc.identifier.artn | 120356 | en_US |
dc.description.validate | 202108 bcvc | en_US |
dc.description.oa | Accepted Manuscript | en_US |
dc.identifier.FolderNumber | a0992-n04 | - |
dc.identifier.SubFormID | 2351 | - |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | Australian Research Council and the National Natural Science Foundation of China | en_US |
dc.description.pubStatus | Published | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Huang_Yu_Wang_Zhang_2020.pdf | Pre-Published version | 1.58 MB | Adobe PDF | View/Open |
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