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Article: Novel low-carbon eco-concrete filled-FRP tubes under axial compression: Experimental behavior and analytical model

TitleNovel low-carbon eco-concrete filled-FRP tubes under axial compression: Experimental behavior and analytical model
Authors
KeywordsAxial compression
Calcined clay
Concrete-filled FRP tubes
Confined concrete
FRP
Low-carbon concrete
Issue Date15-Nov-2024
PublisherElsevier
Citation
Engineering Structures, 2024, v. 319 How to Cite?
Abstract

Concrete is essential in global construction but significantly contributes to carbon emissions, primarily due to cement production. The cement industry is adopting low-carbon practices, such as using supplementary cementitious materials (SCMs) to reduce emissions. Concrete prepared with calcined clay can achieve a carbon reduction effect of approximately 30 % compared to ordinary cement. Current studies highlight the reuse of kaolin clay, the predominant constituent of engineering sediment in Shenzhen, China, providing raw materials for sustainable low-carbon and eco-friendly concrete. However, high substitution rates of calcined clay can compromise concrete strength, posing a challenge for the application in load-bearing structures. This study proposed a novel low-carbon eco-friendly concrete (i.e., using calcined clay as supplementary cementitious materials) filled into FRP tubes (i.e., Low-Carbon Eco-Concrete-Filled FRP Tubes, termed LCE-CFFTs) aiming to enhance substitution rates of calcined clay and to improve compressive strength and ductility. This paper provides a detailed description of the preparation method, chemical reaction process, chemical composition, and microstructure of calcined clay. Experimental tests investigated the axial compressive performance of LCE-CFFTs, considering calcined clay substitution rates and FRP thickness as key parameters. The experimental work and theoretical analysis indicated that: the inclusion of 10 % and 40 % calcined clay led to a reduction in carbon emissions, resulting in a decrement of 5.8 % and 23.3 %, respectively; confinement provided by FRP tubes mitigated the reduction in axial compressive strength resulting from calcined clay inclusion, particularly evident at higher substitution rates (40 %); the effect of FRP tube confinement in improving peak stress and axial performance of LCE-CFFTs became more pronounced with higher calcined clay substitution rates; to more accurately predict the axial compressive behavior of LCE-CFFTs of this study, it is essential to consider the biaxial stress-strain state of filament-wound FRP tubes.


Persistent Identifierhttp://hdl.handle.net/10722/345784
ISSN
2023 Impact Factor: 5.6
2023 SCImago Journal Rankings: 1.661

 

DC FieldValueLanguage
dc.contributor.authorZhou, Ao-
dc.contributor.authorGao, Pan-
dc.contributor.authorZhou, Chong-
dc.contributor.authorYu, Jing-
dc.contributor.authorZhang, Bing-
dc.date.accessioned2024-08-28T07:40:41Z-
dc.date.available2024-08-28T07:40:41Z-
dc.date.issued2024-11-15-
dc.identifier.citationEngineering Structures, 2024, v. 319-
dc.identifier.issn0141-0296-
dc.identifier.urihttp://hdl.handle.net/10722/345784-
dc.description.abstract<p>Concrete is essential in global construction but significantly contributes to carbon emissions, primarily due to cement production. The cement industry is adopting low-carbon practices, such as using supplementary cementitious materials (SCMs) to reduce emissions. Concrete prepared with calcined clay can achieve a carbon reduction effect of approximately 30 % compared to ordinary cement. Current studies highlight the reuse of kaolin clay, the predominant constituent of engineering sediment in Shenzhen, China, providing raw materials for sustainable low-carbon and eco-friendly concrete. However, high substitution rates of calcined clay can compromise concrete strength, posing a challenge for the application in load-bearing structures. This study proposed a novel low-carbon eco-friendly concrete (i.e., using calcined clay as supplementary cementitious materials) filled into FRP tubes (i.e., Low-Carbon Eco-Concrete-Filled FRP Tubes, termed LCE-CFFTs) aiming to enhance substitution rates of calcined clay and to improve compressive strength and ductility. This paper provides a detailed description of the preparation method, chemical reaction process, chemical composition, and microstructure of calcined clay. Experimental tests investigated the axial compressive performance of LCE-CFFTs, considering calcined clay substitution rates and FRP thickness as key parameters. The experimental work and theoretical analysis indicated that: the inclusion of 10 % and 40 % calcined clay led to a reduction in carbon emissions, resulting in a decrement of 5.8 % and 23.3 %, respectively; confinement provided by FRP tubes mitigated the reduction in axial compressive strength resulting from calcined clay inclusion, particularly evident at higher substitution rates (40 %); the effect of FRP tube confinement in improving peak stress and axial performance of LCE-CFFTs became more pronounced with higher calcined clay substitution rates; to more accurately predict the axial compressive behavior of LCE-CFFTs of this study, it is essential to consider the biaxial stress-strain state of filament-wound FRP tubes.</p>-
dc.languageeng-
dc.publisherElsevier-
dc.relation.ispartofEngineering Structures-
dc.subjectAxial compression-
dc.subjectCalcined clay-
dc.subjectConcrete-filled FRP tubes-
dc.subjectConfined concrete-
dc.subjectFRP-
dc.subjectLow-carbon concrete-
dc.titleNovel low-carbon eco-concrete filled-FRP tubes under axial compression: Experimental behavior and analytical model-
dc.typeArticle-
dc.identifier.doi10.1016/j.engstruct.2024.118773-
dc.identifier.scopuseid_2-s2.0-85201513778-
dc.identifier.volume319-
dc.identifier.eissn1873-7323-
dc.identifier.issnl0141-0296-

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