Research on the CFRP-Concrete Interface Model under Fatigue Loading
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1354-3.pdf
Reference19 articles.
1. ASTM. E647-11 (2011) Standard test method for measurement of fatigue crack growth rates. ASTM E647-11, West Conshohocken, PA
2. Carloni C, Subramaniam KV (2013) Investigation of sub-critical fatigue crack growth in FRP/concrete cohesive interface using digital image analysis. Composites Part B-Engineering 51:35–43, DOI: https://doi.org/10.1016/j.compositesb.2013.02.015
3. Msc Thesis;Z Cheng,2021
4. Diab H, Wu Z (2007) Nonlinear constitutive model for time-dependent behavior of FRP-concrete interface. Composites Science and Technology 67(11–12):2323–2333, DOI: https://doi.org/10.1016/j.compscitech.2007.01.018
5. Diab HM, Wu Z, Iwashita K (2009) Theoretical solution for fatigue debonding growth and fatigue life prediction of FRP-concrete interfaces. Advances in Structural Engineeringm 12(6):781–792, DOI: https://doi.org/10.1260/136943309790327707
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