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Cited by 29Structural Load-Bearing AnalysisStructural Behavior of Reinforced ConcreteStructural Engineering and Materials Analysis

Experimental study on constitutive relationship between checkered steel and concrete

Chen, Lihua, Wang, Shiye, Yin, Chao, Li, Shutin·2019·Construction and Building Materials
DOI 10.1016/j.conbuildmat.2019.03.164
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Research works printed but not linked: 6

  1. Shansuo Zheng, et al. Optimal design method for SRC frame structures based on bond-slip theory. Proc. 2005.
  2. Xiao, 1992, Experimental study on bond-slip performance between shaped steel and concrete, J. Sichuan Build. Sci., 4, 2
  3. Yang, 2005, Experiment study on bond slip behavior between section steel and concrete in SRC structures, J. Build. Struct., 26, 1
  4. Li, 2009, Experimental on bond and slip constitutive relation between T-section steel and concrete, J. Archit. Civ. Eng.., 26, 46
  5. Zheng, 2016, Bond behavior of H-shaped steel embedded in recycled aggregate concrete under push-out loads, Int. J. Steel Struct., 16, 347, 10.1007/s13296-016-6008-y · DOI
  6. Morishita, 1979, Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads, Trans. Japan Concr. Inst., 1, 351

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Authors
Chen, L., Wang, S., Yin, C., & Li, S.
Affiliations
Hefei University of Technology (CN)
Corresponding author
Wang, Shiye
ORCID
Venue
Construction and Building Materials
Publisher
Elsevier BV
Published
2019-06
Volume
210
Pages
483-498
ISSN
0950-0618 (ISSN-L)
DOI
10.1016/j.conbuildmat.2019.03.164
OpenAlex
W2922751275
Cited by
29
References
15
Citations by year
2026: 2 · 2025: 4 · 2024: 5 · 2023: 6 · 2022: 3 · 2021: 6 · 2020: 2 · 2019: 1
FWCI
2.24
Type
journal article
Language
en
Open access
closed
Licence
Locations
Construction and Building Materials (publishedVersion)
Funders
  • National Natural Science Foundation of China (51778202)
  • Anhui Provincial Natural Science Foundation (1608085ME114)
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
steel-concrete bond strength, bond-slip constitutive model, failure mechanisms, end slip, steel-concrete interface

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