Experimental and 3D Numerical Study on CFRP–Concrete Interface Under Dynamic Loading
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00873-x.pdf
Reference74 articles.
1. Xie Z, Xie J, Guo Y et al (2018) Durability of CFRP-wrapped concrete exposed to hydrothermal environment. Int J Civil Eng 16:527–541
2. Haddad RH, Almomani OA (2019) Flexural performance and failure modes of NSM CFRP-strengthened concrete beams: a parametric study. Int JCivil Eng 17:935–948
3. Akbarzadeh H, Maghsoudi AA (2010) Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer. Mater Des 31(3):1130–1147
4. Li B, Xiong H, Jiang J et al (2019) Tensile behavior of basalt textile grid reinforced engineering cementitious composite. Compos B Eng 156:185–200
5. Al Nuaimi N, Sohail MG, Hawileh R et al (2021) Durability of reinforced concrete beams externally strengthened with CFRP laminates under harsh climatic conditions. J Compos Constr 25(2):04021005
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