The DOI matches its Crossref record; 51 of the 51 references it cites were found in a registry or an index.
A passive stress-strain model for concrete prisms reinforced by a combination of confinement reinforcement
Overview
Integrity signals
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Cites
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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
“To address the inherent defects of RAC, researchers have proposed encasing recycled concrete in steel tubes, forming RACFST [4–6], a new type of composite structure that fully utilizes the advantages of steel tubes and RAC, thereby significantly enhancing the strength and ductility of core concrete columns through the confining effect of steel tubes [7].”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [7]
Citations
Cites
Size Effect in Blunt Fracture: Concrete, Rock, Metal
Bažant, Z. P. (1984) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1984)110:4(518 · Cited by 1,727
Full-range behavior of FRP-to-concrete bonded joints
Yuan, H., Teng, J. G., Seracino, R., et al. (2004) · Engineering Structures · doi:10.1016/j.engstruct.2003.11.006 · Cited by 764
Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns
Lam, L., & Teng, J. G. (2003) · Journal of Reinforced Plastics and Composites · doi:10.1177/0731684403035429 · Cited by 692
Effect of Column Parameters on FRP-Confined Concrete
Mirmiran, A., Shahawy, M. A., Samaan, M., et al. (1998) · Journal of Composites for Construction · doi:10.1061/(asce)1090-0268(1998)2:4(175 · Cited by 647
Wang, Z., Zhao, X., Xian, G., et al. (2017) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2017.02.038 · Cited by 567
Hybrid FRP–concrete–steel tubular columns: Concept and behavior
Teng, J. G., Yu, T., Wong, Y. L., et al. (2006) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2006.06.017 · Cited by 519
Unified stress–strain model of concrete for FRP-confined columns
Wei, Y., & Wu, Y. (2011) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2011.06.037 · Cited by 368
Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints
Seracino, R., Saifulnaz, M. R. R., & OEHLERS, D. J. (2007) · Journal of Composites for Construction · doi:10.1061/(asce)1090-0268(2007)11:1(62 · Cited by 311
Walraven, J., & Reinhardt, H. W. (1981) · Research Repository (Delft University of Technology) · Cited by 296
Wang, Y., Wong, P. M. H., & Kodur, V. K. R. (2006) · Composite Structures · doi:10.1016/j.compstruct.2006.04.069 · Cited by 260
Research works printed but not linked: 1
- Hao, 2020, Simulating the passive confinement of rectangular concrete prisms allowing for size effect. Proc Inst Civil Eng-Struct, Build
Cited by
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
Metadata
- Authors
- Hao, X.-K., Feng, Q., & Zheng, J.-J.
- Affiliations
- Zhejiang University of Technology (CN)
- Zhejiang University (CN)
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2021-11
- Volume
- 246
- Pages
- 112981
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W3194778127
- Cited by
- 14
- References
- 51
- Citations by year
- 2026: 1 · 2025: 8 · 2024: 3 · 2023: 1 · 2022: 1
- FWCI
- 0.57
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.elsevier.com/tdm/userlicense/1.0/ (tdm)
- www.elsevier.com/legal/tdmrep-license (tdm)
- doi.org/10.15223/policy-017 (stm-asf)
- doi.org/10.15223/policy-037 (stm-asf)
- doi.org/10.15223/policy-012 (stm-asf)
- doi.org/10.15223/policy-029 (stm-asf)
- doi.org/10.15223/policy-004 (stm-asf)
- Locations
- Engineering Structures (publishedVersion)
- Funders
- National Natural Science Foundation of China (51779227, 51878615, 51978619)
- 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 › Masonry and Concrete Structural Analysis
- Keywords
- confined concrete, concrete prisms, size effect, ductility design, FRP wrapping, stirrups, steel tube confinement
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.
Statistics and arithmetic are recomputed, not judged.
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Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: A passive stress-strain model for concrete prisms reinforced by a combination of confinement reinforcement. https://app.cochat.ai/papers/10.1016/j.engstruct.2021.112981
- The paper
- Hao, X.-K., Feng, Q., & Zheng, J.-J. (2021). A passive stress-strain model for concrete prisms reinforced by a combination of confinement reinforcement. Engineering Structures. https://doi.org/10.1016/j.engstruct.2021.112981
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.
