The DOI matches its Crossref record; 14 of the 14 references it cites were found in a registry or an index.
A Study on the Bond-Slip Relationship of the CFRP-Steel Interface of CFRP Strengthened Steel
Open accessAbstract
The bonding interface between the CFRP and the steel plate is the weak link of CFRP-strengthened steel structures. This paper studies the bond-slip relationship of the CFRP-steel interface by experiments and numerical tests. First, a series of double-strap experiments on a CFRP-strengthened steel plate are carried out. The results show that the maximum shear stress of the bonding interface of the Q345B specimen is larger than that of the X100 specimen. The initial slip and maximum slip become larger as the thickness of the bonding interface becomes larger. Finite element analysis of the above tests is carried out; we introduce the maximum stress criterion to simulate the bonding interface, which assumes that when the nominal stress of the material reaches the maximum nominal stress of damage, the material begins to damage. The FE model established has proved very effective for analyzing the bond characteristics of CFRP-strengthened steel plates. Finally, a verification test was carried out, using an FE analysis to verify the accuracy of the modified equations; the results prove that the results of the modified equations are in good agreement with the numerical results and experiment results, which verifies the effectiveness of the equations.
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“The interfacial bonding performance serves as the foundation for this composite structure [8–10], directly influencing its mechanical properties and thus the safety of the component.”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [8]
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Cites
State-of-the-art review on FRP strengthened steel structures
Zhao, X., & Zhang, L. (2006) · Engineering Structures · doi:10.1016/j.engstruct.2006.10.006 · Cited by 1,034
Strengthening of a Steel Bridge Girder Using CFRP Plates
Miller, T. C., Chajes, M. J., Mertz, D. R., et al. (2001) · Journal of Bridge Engineering · doi:10.1061/(asce)1084-0702(2001)6:6(514 · Cited by 386
Experimental study on CFRP-to-steel bonded interfaces
Yu, T., Fernando, D. N., Teng, J. G., et al. (2012) · Composites Part B Engineering · doi:10.1016/j.compositesb.2012.01.024 · Cited by 350
Bond–slip models for double strap joints strengthened by CFRP
Fawzia, S., Zhao, X., & Al-Mahaidi, R. S. (2009) · Composite Structures · doi:10.1016/j.compstruct.2009.09.042 · Cited by 204
Galvanic Corrosion of Carbon and Steel in Aggressive Environments
Tavakkolizadeh, M., & Saadatmanesh, H. (2001) · Journal of Composites for Construction · doi:10.1061/(asce)1090-0268(2001)5:3(200 · Cited by 192
Debonding of CFRP-to-steel joints with CFRP delamination
He, J., & Xian, G. (2016) · Composite Structures · doi:10.1016/j.compstruct.2016.05.100 · Cited by 175
Li, C., Ke, L., He, J., et al. (2018) · Composite Structures · doi:10.1016/j.compstruct.2018.12.020 · Cited by 149
Al-Mosawe, A., Al-Mahaidi, R. S., & Zhao, X. (2015) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2015.08.130 · Cited by 117
Study of the behaviour of adhesive joints of steel with CFRP for its application in bus structures
Gálvez, P., González, A. Q., Martínez, M. A., et al. (2017) · Composites Part B Engineering · doi:10.1016/j.compositesb.2017.07.018 · Cited by 109
Bond behaviour and debonding failures in CFRP-strengthened steel members
Fernando, N. D. (2010) · PolyU Institutional Research Archive (Hong Kong Polytechnic University) · Cited by 105
Flagged first, then by citations
Research works printed but not linked: 7
- Lu, 2006, New Progress in the Study of the Technology of Reinforcement with Fober Reinforced Plastics, China Railw. Sci., 27, 34
- Teng, 2018, New-meterial hybrid structures, China Civ. Eng. J., 51, 1
- Yu, 2018, Applied Research Progess of FRP Reinforced Metal Structure, Equip. Environ. Eng., 15, 24
- Zheng, 2008, Application of CFRP composite in strengthening and repairing engineering structures, Sichuan Archit., 28, 183
- Wang, H.T., and Wu, G. (2015, January 15). Experimental study on the bond behavior of CFRP plate-steel interfaces. Proceedings of the 9th National Symposium on FRP application in Construction Engineering, Chongqing, China.
- Yang, 2021, Study on bonding performance of CFRP-steel plate interface based on double shear test, J. Sun Yat-sen Univ. Nat. Sci. Ed., 60, 62
- Xia, S.H., and Teng, J.G. (2005, January 7–9). Behaviour of FRP-to-steel bonded joints. Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005), Hong Kong, China.
Cited by
Sorted by citations
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
- Guo, X., Wu, Z., Yang, Y., Bai, J., & Zhou, Q.
- Affiliations
- South China University of Technology (CN)
- Corresponding author
- Yang, Yi
- Venue
- Materials
- Publisher
- MDPI AG
- Published
- 2022-06-13
- Volume
- 15
- Issue
- 12
- Pages
- 4187
- ISSN
- 1996-1944 (ISSN-L)
- PMC
- PMC9228769
- OpenAlex
- W4282823714
- Cited by
- 14
- References
- 14
- Citations by year
- 2026: 3 · 2025: 5 · 2024: 3 · 2023: 3
- FWCI
- 1.20
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Materials (publishedVersion, cc-by)
- PubMed Central (publishedVersion, cc-by)
- PubMed (publishedVersion)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Funders
- National Natural Science Foundation of China (12172134, 11872185, 2021A1515010037)
- Natural Science Foundation of Guangdong Province (12172134, 11872185, 2021A1515010037)
- Topics
- Physical Sciences › Engineering › Building and Construction › Structural Behavior of Reinforced Concrete
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Mechanics of Materials › Mechanical Behavior of Composites
- Keywords
- bond-slip relationship, interfacial shear stress, maximum stress criterion, Q345B steel, X100 pipeline steel
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