Interface Response of CFRP Fabrics for Concrete Substrates Enhanced with Toughened Epoxy Adhesive Layers
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-88166-5_142
Reference28 articles.
1. Achillopoulou DV (2021) Investigation of the bond behaviour of interfaces of CFRP sheet strengthening schemes enhanced with toughened epoxy adhesive layers in corroded concrete substrates. In: 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering COMPDYN 2021, 27–30 June 2021, Streamed from Athens, Greece
2. ACI 318–1 (2011) Building Code Requirements for Reinforced Concrete, ACI, August
3. Al-Obaidi S, Saeed YM, Rad FN (2020) Flexural strengthening of reinforced concrete beams with NSM-CFRP bars using mechanical interlocking. J Build Eng 31:101488. https://doi.org/10.1016/j.jobe.2020.101422
4. Abdallah M, Al Mahmoud F, Boissiere R, Khelil A, Mercier J (2020) Experimental study on strengthening of RC beams with Side Near Surface Mounted technique-CFRP bars. Compos Struct 234:111716
5. Bank L (2004) Mechanically-fastened FRP (MF-FRP) – a viable alternative for strengthening RC members. In: FRP Composites in Civil Engineering - CICE 2004, pp 3–15. https://doi.org/10.1201/9780203970850.ch1
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