Bond behaviour of round-ended recycled aggregate concrete filled steel tube (RE-RACFST) columns
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At the concrete compaction stage, the concrete is compressed and micro-cracks form.
“At this stage, the concrete is compressed and micro-cracks form [46].”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [46]
Cites
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Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs
Cai, G., Sun, B., Zeng, S., Yang, P., & Zhang, J. (2025) · PLoS ONE · doi:10.1371/journal.pone.0325279 · Cited by 1 · see citing works
- Authors
- Li, X., Wang, R., Zhao, H., Chen, M.-T., & Lam, D.
- Affiliations
- Taiyuan University of Technology (CN)
- Shanghai Jiao Tong University (CN)
- University of Bradford (GB)
- Corresponding author
- Zhao, Hui
- Venue
- Journal of Constructional Steel Research
- Publisher
- Elsevier BV
- Published
- 2023-02
- Volume
- 201
- Pages
- 107700
- ISSN
- 0143-974X (ISSN-L)
- OpenAlex
- W4311216835
- Cited by
- 28
- References
- 31
- Citations by year
- 2026: 8 · 2025: 7 · 2024: 10 · 2023: 3
- FWCI
- 2.25
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- Locations
- Journal of Constructional Steel Research (publishedVersion)
- Funders
- National Natural Science Foundation of China (52108162)
- Natural Science Foundation of Shanxi Province (20210302124208)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
- Physical Sciences › Engineering › Building and Construction › Recycled Aggregate Concrete Performance
- Keywords
- recycled aggregate concrete, concrete-filled steel tube columns, bond stress-slip relationship, recycled coarse aggregate, chemical bonding, bond strength prediction, steel tube thickness, cross-section dimensions
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