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
Overview
Integrity signals
Registry
Cites
Statistics
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?
The push-out test is a commonly used experimental method in academia to investigate the bond behavior of CFST.
“Presently, the push-out test is a commonly used experimental method in academia to investigate the bond behavior of CFST [39,40].”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [39]
Citations
Cites
Wille, K., Naaman, A. E., El‐Tawil, S., et al. (2011) · Materials and Structures · doi:10.1617/s11527-011-9767-0 · Cited by 431
International Perspective on UHPC in Bridge Engineering
Graybeal, B. A., Brühwiler, E., Kim, B.-S., et al. (2020) · Journal of Bridge Engineering · doi:10.1061/(asce)be.1943-5592.0001630 · Cited by 356
Design of Concrete Filled Tubular Beam-columns with High Strength Steel and Concrete
Liew, J. Y. R., Xiong, M., & Xiong, D. (2016) · Structures · doi:10.1016/j.istruc.2016.05.005 · Cited by 268
High temperature behaviour of hybrid steel–PVA fibre reinforced reactive powder concrete
Sanchayan, S., & Foster, S. J. (2015) · Materials and Structures · doi:10.1617/s11527-015-0537-2 · Cited by 198
Structural behavior of UHPC filled steel tube columns under axial loading
Chen, S., Zhang, R., Jia, L.-J., Wang, J.-Y., & Gu, P. (2018) · Thin-Walled Structures · doi:10.1016/j.tws.2018.06.016 · Cited by 181
Experimental study on structural performance of UHPC and UHPFRC columns confined with steel tube
Le, H. A., Fehling, E., Lai, B., Thai, D., & Chau, N. V. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.02.063 · Cited by 131
Xu, C., Chengkui, H., Decheng, J., & Yuancheng, S. (2009) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2007.10.021 · Cited by 130
Yan, Y., Xu, L., Li, B., Chi, Y., Yu, M., Zhou, K., & Yang, S. (2019) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2019.03.018 · Cited by 130
Concrete filled steel tube (CFST) columns subjected to concentrically partial compression
Yang, Y.-F., & Han, L. (2011) · Thin-Walled Structures · doi:10.1016/j.tws.2011.09.007 · Cited by 128
Axial capacity and ductility of circular UHPC-filled steel tube columns
Guler, S., Çopur, A., & Aydogan, M. (2013) · Magazine of Concrete Research · doi:10.1680/macr.12.00211 · Cited by 111
Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes
Chen, Y., Feng, R., Shao, Y., & Zhang, X. (2017) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2016.12.012 · Cited by 111
Xu, L., Lu, Q., Chi, Y., Yang, Y., Yu, M., & Yan, Y. (2019) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2019.01.202 · Cited by 101
Experimental studies on the behavior of concrete-filled steel tubes incorporating crumb rubber
Abendeh, R. M., Ahmad, H. S., & Hunaiti, Y. M. (2016) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2016.03.022 · Cited by 97
Fire resistance of concrete-filled high strength steel tubular columns
Wang, K., & Young, B. (2013) · Thin-Walled Structures · doi:10.1016/j.tws.2013.05.005 · Cited by 87
Properties and Behavior of UHPC-Class Materials
Haber, Z. B., la Varga, I. D., Graybeal, B. A., et al. (2018) · Cited by 74
Properties of ultra-high-performance fiber-reinforced concrete (UHPFRC)—a review paper
Tayeh, B. A., Aadi, A. S., Hilal, N., et al. (2019) · AIP conference proceedings · doi:10.1063/1.5126575 · Cited by 72
Push-out tests of concrete-filled stainless steel SHS tubes
Feng, R., Chen, Y., He, K., Wei, J., Chen, B., & Zhang, X. (2018) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2018.02.016 · Cited by 54
Axial compressive behavior of reactive powder concrete-filled circular steel tube stub columns
Wang, Q., Shi, Q., Lui, E. M., & Xu, Z. (2019) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2018.09.032 · Cited by 53
Ju, Y., Liu, H., Sheng, G., et al. (2010) · Science China Technological Sciences · doi:10.1007/s11431-010-4061-x · Cited by 52
Zhao, H., Li, J., Wang, R., Lam, D., & Zhang, Y. (2021) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2021.125532 · Cited by 50
Teng, J. G., Wang, Z., Yu, T., et al. (2018) · Advances in Structural Engineering · doi:10.1177/1369433217746838 · Cited by 44
Yan, J., Yang, X., Luo, Y., et al. (2021) · Thin-Walled Structures · doi:10.1016/j.tws.2021.108419 · Cited by 41
Mesomechanism of steel fiber reinforcement and toughening of reactive powder concrete
Ju, Y., Jia, Y., Liu, H., et al. (2007) · Science China Technological Sciences · doi:10.1007/s11431-007-0079-0 · Cited by 34
Flexural behavior of ultra‐high performance concrete filled high‐strength steel tube
Li, J., Deng, Z., & Sun, T. (2021) · Structural Concrete · doi:10.1002/suco.202000402 · Cited by 31
Toughness and characterization of reactive powder concrete with ultra-high strength
Ju, Y., Liu, H., Chen, J., et al. (2009) · Science China Technological Sciences · doi:10.1007/s11431-009-0084-6 · Cited by 27
Hardness and compressive capacity of longitudinally welded very high strength steel tubes
Jiao, H., Zhao, X., & Lau, A. (2015) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2015.09.008 · Cited by 27
Chung, K.-S., Kim, J.-H., & Yoo, J. (2012) · International Journal of Steel Structures · doi:10.1007/s13296-012-2008-8 · Cited by 17
Study on Behavior of RPC Filled Steel Tubular Stub Columns Under Axial Compression
Liu, S., Li, L. H., & Wang, L. (2017) · Strength of Materials · doi:10.1007/s11223-017-9851-y · Cited by 11
Compressive Stress-Strain Behavior of Composite Ordinary and Reactive Powder Concrete
Tayeh, B. A. (2013) · Iranica Journal of Energy and Environment · doi:10.5829/idosi.ijee.2013.04.03.17 · Cited by 4
Composite action in concrete filled tubes
Roeder, C. W., Cameron, B., & Brown, C. B. (1999) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1999)125:5(477
Flagged first, then by citations
Research works printed but not linked: 8
- Mestrovic, 2007, Reactive powder concrete: material for the 21st century, WIT Trans Eng Sci, 57, 127
- 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
- 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
- Morishita, 1979, Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads, Trans Japan Concrete Inst
- Shakir-Khalil, 1993, Pushout strength of concrete-filled steel hollow sections, Struct Eng, 71, 230
- 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
- Xiliang, 2009, Theoretical analysis of bond-slip constitutive relationship for CFST, Eng Mech, 26, 74
- 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
Cited by
Sorted by citations
Deng, N., Zhao, H., Yao, D., & Tang, Z. (2023) · Materials · doi:10.3390/ma16103836 · Cited by 14
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
- Cao, X., Xie, X.-D., Zhang, T.-Y., & Du, G.-F.
- Affiliations
- Yangtze University (CN)
- University of Manchester (GB)
- ORCID
- Cao, Xuan
- 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
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.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review