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- Publisher Website: 10.1016/j.engstruct.2024.118773
- Scopus: eid_2-s2.0-85201513778
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Article: Novel low-carbon eco-concrete filled-FRP tubes under axial compression: Experimental behavior and analytical model
Title | Novel low-carbon eco-concrete filled-FRP tubes under axial compression: Experimental behavior and analytical model |
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Authors | |
Keywords | Axial compression Calcined clay Concrete-filled FRP tubes Confined concrete FRP Low-carbon concrete |
Issue Date | 15-Nov-2024 |
Publisher | Elsevier |
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 Identifier | http://hdl.handle.net/10722/345784 |
ISSN | 2023 Impact Factor: 5.6 2023 SCImago Journal Rankings: 1.661 |
DC Field | Value | Language |
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dc.contributor.author | Zhou, Ao | - |
dc.contributor.author | Gao, Pan | - |
dc.contributor.author | Zhou, Chong | - |
dc.contributor.author | Yu, Jing | - |
dc.contributor.author | Zhang, Bing | - |
dc.date.accessioned | 2024-08-28T07:40:41Z | - |
dc.date.available | 2024-08-28T07:40:41Z | - |
dc.date.issued | 2024-11-15 | - |
dc.identifier.citation | Engineering Structures, 2024, v. 319 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | http://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.language | eng | - |
dc.publisher | Elsevier | - |
dc.relation.ispartof | Engineering Structures | - |
dc.subject | Axial compression | - |
dc.subject | Calcined clay | - |
dc.subject | Concrete-filled FRP tubes | - |
dc.subject | Confined concrete | - |
dc.subject | FRP | - |
dc.subject | Low-carbon concrete | - |
dc.title | Novel low-carbon eco-concrete filled-FRP tubes under axial compression: Experimental behavior and analytical model | - |
dc.type | Article | - |
dc.identifier.doi | 10.1016/j.engstruct.2024.118773 | - |
dc.identifier.scopus | eid_2-s2.0-85201513778 | - |
dc.identifier.volume | 319 | - |
dc.identifier.eissn | 1873-7323 | - |
dc.identifier.issnl | 0141-0296 | - |