Cited by 42Structural Load-Bearing AnalysisStructural Behavior of Reinforced ConcreteStructural Engineering and Materials Analysis

Experimental study on the steel–concrete bond behaviour of circular concrete-filled stainless steel tubes

Dai, Peng, Yang, Lu, Wang, Jie, Fan, Junwei, Lin, Manfang·2021·Thin-Walled Structures

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Crossref · 10.1016/j.tws.2021.108506

Cites

40 of 40 references verified0 citation errors · 0 not checkable

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Authors
Dai, P., Yang, L., Wang, J., Fan, J., & Lin, M.
Affiliations
  • Beijing University of Technology (CN)
  • University of Bath (GB)
Venue
Thin-Walled Structures
Publisher
Elsevier BV
Published
2021-12
Volume
169
Pages
108506
ISSN
0263-8231 (ISSN-L)
OpenAlex
W3203607081
Cited by
42
References
40
Citations by year
2026: 12 · 2025: 9 · 2024: 14 · 2023: 3 · 2022: 4
FWCI
2.71
Type
journal article
Language
en
Open access
closed
Locations
Thin-Walled Structures (publishedVersion)
Funders
  • Foundation for Innovative Research Groups of the National Natural Science Foundation of China
  • National Natural Science Foundation of China (51922001, 51421005)
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 › Civil and Structural Engineering › Structural Engineering and Materials Analysis
Keywords
concrete-filled stainless steel tubes, steel-concrete bond, bond stress-slip relationship, push-out test, stainless steel grades, concrete grade, bond-slip model

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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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