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The DOI matches its Crossref record; 43 of the 43 references it cites were found in a registry or an index.

Experimental study on ultimate bearing capacity of short thin-walled steel tubes reinforced with high-ductility concrete

Chen, Rui-Sheng, Zhang, Hao-Yu, Hao, Xin-Kai, Yu, Han-Xi, Shi, Tao, Zhou, Hang-Sheng, Wang, Rong-Bing, Zhao, Zhi-Fang, Wang, Pengjie·2024·Structures

Overview

Integrity signals

Registry

Crossref · 10.1016/j.istruc.2024.107109

Cites

43 of 43 references verified0 citation errors · 0 not checkable

Statistics

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Verification

Claims the paper makes

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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?

Citations

Cites

Show all 42 references

Research works printed but not linked: 4

  1. Nong, 2022, Effect of PVA fibers on microstructures and hydration products of cementitious composites with and without fly ash, Constr Build Mater, 360
  2. Lyu Hao, 2022, In-plane cyclic tests on strengthening of full-scale autoclaved aerated concrete blocks infilled RC frames using high-ductility concrete (HDC), J Build Eng, 49
  3. Jun, 2018, viscosity and high toughness epoxy resin modified by in situ radical polymerization method for improving mechanical properties of carbon fiber reinforced plastics, Polymer, 156, 35
  4. Yu Ke Quan, 2020, Size effects on tensile properties and compressive strength of engineered cementitious composites [J], Cem Concr Compos, 113

Cited by

See all 53

Metadata

Authors
Chen, R.-S., Zhang, H.-Y., Hao, X.-K., Yu, H.-X., Shi, T., Zhou, H.-S., Wang, R.-B., Zhao, Z.-F., & Wang, P.
Affiliations
  • Zhejiang University of Technology (CN)
  • Imperial College London (GB)
Corresponding author
  • Hao, Xin-Kai
  • Shi, Tao
Venue
Structures
Publisher
Elsevier BV
Published
2024-10
Volume
68
Pages
107109
ISSN
2352-0124 (ISSN-L)
OpenAlex
W4401857698
Cited by
53
References
42
Citations by year
2026: 6 · 2025: 27 · 2024: 20
FWCI
8.85
Type
journal article
Language
en
Open access
closed
Licence
  • www.elsevier.com/tdm/userlicense/1.0/ (tdm)
  • www.elsevier.com/legal/tdmrep-license (tdm)
Locations
Structures (publishedVersion)
Funders
  • Zhejiang Province Public Welfare Technology Application Research Project (LGJ22E080002)
  • National Key Research and Development Program of China (2023YFE0121700)
  • National Natural Science Foundation of China (52208293, 52279142, 52378270, 52078460, 2024C04053)
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 › Mechanical Engineering › Structural Integrity and Reliability Analysis
Keywords
thin-walled steel tubes, short columns, steel-concrete bond, local buckling, ultimate bearing capacity, axial compression, failure modes, width-to-thickness ratio, design equations, structural strengthening

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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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This page
CoChat. (2026). Citation check: Experimental study on ultimate bearing capacity of short thin-walled steel tubes reinforced with high-ductility concrete. https://app.cochat.ai/papers/10.1016/j.istruc.2024.107109
The paper
Chen, R.-S., Zhang, H.-Y., Hao, X.-K., Yu, H.-X., Shi, T., Zhou, H.-S., Wang, R.-B., Zhao, Z.-F., & Wang, P. (2024). Experimental study on ultimate bearing capacity of short thin-walled steel tubes reinforced with high-ductility concrete. Structures. https://doi.org/10.1016/j.istruc.2024.107109

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.