Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/88229
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorCai, Yen_US
dc.creatorKwan, AKHen_US
dc.creatorLi, LGen_US
dc.date.accessioned2020-09-28T01:46:52Z-
dc.date.available2020-09-28T01:46:52Z-
dc.identifier.issn2352-0124en_US
dc.identifier.urihttp://hdl.handle.net/10397/88229-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2020 Institution of Structural Engineers. Published by 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.rightsThe following publication Cai, Y., Kwan, A. K. H., & Li, L. G. (2020). Circular concrete filled steel tubes made of eco-concrete with limestone fines added as cementitious paste replacement. Structures, 28, 69-79 is available at https://dx.doi.org/10.1016/j.istruc.2020.08.044.en_US
dc.subjectCementitious paste replacementen_US
dc.subjectConcrete filled steel tubesen_US
dc.subjectLimestone finesen_US
dc.subjectStrength enhancement indexen_US
dc.subjectStub columnsen_US
dc.titleCircular concrete filled steel tubes made of eco-concrete with limestone fines added as cementitious paste replacementen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage69en_US
dc.identifier.epage79en_US
dc.identifier.volume28en_US
dc.identifier.doi10.1016/j.istruc.2020.08.044en_US
dcterms.abstractOne effective method of reducing the cement content and carbon footprint so as to produce eco-concrete is to add limestone fines to replace an equal volume of cementitious paste. This method is herein applied to the concrete infill of concrete filled steel tubes (CFSTs). To study the properties of the eco-concrete so produced and the effects of using such eco-concrete on the axial performance of CFSTs, circular steel tubes infilled with such eco-concrete or conventional concrete had been tested under axial compression. The steel tubes were of grade S355 and had diameters ranging from 88.9 to 168.3 mm, whereas the concrete infills had water/cement ratio of 0.35–0.55, and limestone fines content by concrete volume of 8%. The results revealed that at same water/cement ratio, the eco-concrete generally had higher compressive strength and the CFSTs infilled with the eco-concrete had better axial performance. However, at same concrete strength level, the CFSTs infilled with the eco-concrete had similar axial performance. Lastly, the test results were compared with predictions by the existing design equations in various codes and it was found that the existing design equations may also be applied to CFSTs infilled with such eco-concrete.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructures, Dec. 2020, v. 28, p. 69-79en_US
dcterms.isPartOfStructuresen_US
dcterms.issued2020-12-
dc.identifier.scopus2-s2.0-85089839761-
dc.description.validate202009 bcrcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0485-n01-
dc.description.pubStatusPublisheden_US
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