The DOI matches its Crossref record; 23 of the 23 references it cites were found in a registry or an index.
Bond-slip behavior between multi-partition steel tubes and concrete
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
In the citing paper
“The interfacial bonding performance serves as the foundation for this composite structure [8–10], directly influencing its mechanical properties and thus the safety of the component.”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [9]
In the citing paper
“Sun et al. [31] through simulating a high chloride ion corrosive environment, concluded that bond performance exhibited a trend of first increasing and then decreasing as the corrosion rate increased.”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as Sun et al. [31]
Citations
Cites
Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns
Sakino, K., Nakahara, H., Morino, S., & Nishiyama, I. (2004) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2004)130:2(180 · Cited by 1,067
Static cyclic tests on lightly reinforced concrete shear walls
Greifenhagen, C., & Lestuzzi, P. (2005) · Engineering Structures · doi:10.1016/j.engstruct.2005.06.008 · Cited by 157
Study on steel plate reinforced concrete panels subjected to cyclic in-plane shear
Ozaki, M., Akita, S., Osuga, H., Nakayama, T., & Adachi, N. (2003) · Nuclear Engineering and Design · doi:10.1016/j.nucengdes.2003.06.010 · Cited by 154
Post-fire bond between the steel tube and concrete in concrete-filled steel tubular columns
Tao, Z., Han, L.-H., Uy, B., & Chen, X. (2011) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2010.09.006 · Cited by 152
Cyclic In-Plane Shear Behavior of Double-Skin Composite Walls in High-Rise Buildings
Ji, X., Cheng, X., Jia, X., & Varma, A. H. (2017) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0001749 · Cited by 138
Comparative Strength Analyses of Concrete-Encased Steel Composite Columns
Mirza, S. A., & Lacroix, E. A. (2004) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2004)130:12(1941 · Cited by 133
Experimental seismic behavior of innovative composite shear walls
Zhang, X., Qin, Y., & Chen, Z. (2015) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2015.09.015 · Cited by 132
Xu, C., Chengkui, H., Decheng, J., & Yuancheng, S. (2009) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2007.10.021 · Cited by 130
Experimental study of rectangular multi-partition steel-concrete composite shear walls
Guo, L., Wang, Y., & Zhang, S. (2018) · Thin-Walled Structures · doi:10.1016/j.tws.2018.06.011 · Cited by 119
Huang, Z., & Liew, J. Y. R. (2015) · Thin-Walled Structures · doi:10.1016/j.tws.2015.10.013 · Cited by 117
Research works printed but not linked: 2
- Stephens MJ, Zimmerman TJE (1990) The strength of composite ice-resisting walls subjected to combined loads. In: Proc., 1st European Offshore Mechanics Symp. (EUROMS-90), Golden, CO: International Society of Offshore and Polar Engineers
- Morishita Y, Tomii M, Yoshimura K (1979) Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads. Trans Jpn Concr Inst 1:351–358
Cited by
Cruz, F., Valente, I. B., Almeida, J., Neves, A. M., & Pereira, E. N. B. (2024) · Materials and Structures · doi:10.1617/s11527-024-02352-8 · Cited by 8
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
Si, Q., Zheng, J., Pan, Z. H. H., Zhu, W., Liu, X., & Cang, Y. (2026) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2026.147306
Metadata
- Authors
- Sun, G., & Yang, K.
- Affiliations
- Suzhou University of Science and Technology (CN)
- Corresponding author
- Sun, Guohua
- ORCID
- Venue
- Materials and Structures
- Published
- 2023-03-28
- Volume
- 56
- Issue
- 3
- ISSN
- 0025-5432 (ISSN-L)
- 1359-5997
- 1871-6873
- OpenAlex
- W4361205247
- Cited by
- 3
- References
- 23
- Citations by year
- 2026: 1 · 2025: 1 · 2024: 1
- FWCI
- 0.36
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.springernature.com/gp/researchers/text-and-data-mining (tdm)
- www.springernature.com/gp/researchers/text-and-data-mining (vor)
- Locations
- Materials and Structures (publishedVersion)
- Funders
- National Natural Science Foundation of China (52078319)
- Topics
- Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- bond-slip behavior, steel-concrete interface, composite shear walls, bond strength, width-to-thickness ratio, push-out test, bond-slip model, seismic performance, steel-concrete composite structures
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
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How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Bond-slip behavior between multi-partition steel tubes and concrete. https://app.cochat.ai/papers/10.1617/s11527-023-02155-3
- The paper
- Sun, G., & Yang, K. (2023). Bond-slip behavior between multi-partition steel tubes and concrete. Materials and Structures. https://doi.org/10.1617/s11527-023-02155-3
Data sources
Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
