Cited by 57Structural Load-Bearing AnalysisStructural Behavior of Reinforced ConcreteInnovative concrete reinforcement materials

The DOI matches its Crossref record; 30 of the 30 references it cites were found in a registry or an index.

Bond-slip behavior between high-strength steel tube and Ultra-high Performance Concrete

Cao, Xuan, Xie, Xiang-Dong, Zhang, Tian-Yi, Du, Guo-Feng·2023·Structures

Overview

Integrity signals

Registry

Crossref · 10.1016/j.istruc.2022.11.052

Cites

30 of 30 references verified0 citation errors · 0 not checkable

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Citations

Cites

Flagged first, then by citations

Research works printed but not linked: 8

  1. Mestrovic, 2007, Reactive powder concrete: material for the 21st century, WIT Trans Eng Sci, 57, 127
  2. Tao Y, Gu JB, Chen JF, Feng P, Behavior of hybrid CFST with FRP-confined U-HPC core under axial compression, Steel Compos Struct, 40 (1) (2021), 75-85. 10.12989/scs.2021.40.1.075. · DOI
  3. Yan JB, Hu S, Luo YL, Behaviors of UHPC-filled Q960 high strength steel tubes under low-temperature compression, Steel Compos Struct, 43 (2), (2022), 201-219, 10.12989/scs.2022.43.2.201. · DOI
  4. Morishita, 1979, Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads, Trans Japan Concrete Inst
  5. Shakir-Khalil, 1993, Pushout strength of concrete-filled steel hollow sections, Struct Eng, 71, 230
  6. Fu ZQ, Ge HB, Ji BH, Interface bond behavior between circular steel tube and lightweight aggregate concrete, Adv Steel Constr, 14 (3) (2018), 424-437, 10.18057/IJASC.2018.14.3.7. · DOI
  7. Xiliang, 2009, Theoretical analysis of bond-slip constitutive relationship for CFST, Eng Mech, 26, 74
  8. Chen Zongping, 2013, Push-out test on the interface bond-slip behavior and calculation on bond strength between steel tube and recycled aggregate concrete in RACFST structures, China Civ Eng J, 3, 57

Metadata

Authors
Cao, X., Xie, X.-D., Zhang, T.-Y., & Du, G.-F.
Affiliations
  • Yangtze University (CN)
  • University of Manchester (GB)
Venue
Structures
Publisher
Elsevier BV
Published
2023-01
Volume
47
Pages
1498-1510
ISSN
2352-0124 (ISSN-L)
OpenAlex
W4311136398
Cited by
57
References
30
Citations by year
2026: 16 · 2025: 21 · 2024: 13 · 2023: 7
FWCI
4.61
Type
journal article
Language
en
Open access
closed
Locations
Structures (publishedVersion)
Funders
National Natural Science Foundation of China (52078052)
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 › Innovative concrete reinforcement materials
Keywords
bond-slip behavior, ultra-high performance concrete, high-strength steel tubes, concrete-filled steel tubes, push-out test, bond strength, diameter-to-thickness ratio, length-to-diameter ratio, concrete strength, bond-slip model, strain evolution, super high-rise buildings, large-span structures

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