Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-88166-5_16
Reference30 articles.
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2. Herbrand M, Adam V, Classen M, Kueres D, Hegger J (2017) Strengthening of existing bridge structures for shear and bending with carbon textile-reinforced mortar. Materials 10:1099. https://doi.org/10.3390/ma10091099
3. Carloni C, Subramaniam K, Savoia M, Mazzotti C (2012) Experimental determination of FRP–concrete cohesive interface properties under fatigue loading. Compos Struct 94:1288–1296. https://doi.org/10.1016/j.compstruct.2011.10.026
4. Ekenel M, Myers JJ (2009) Fatigue performance of CFRP strengthened RC beams under environmental conditioning and sustained load. J Compos Constr 13:93–102. https://doi.org/10.1061/(ASCE)1090-0268(2009)13:2(93)
5. Del Prete I, Bilotta A, Nigro E (2015) Performances at high temperature of RC bridge decks strengthened with EBR-FRP. Compos Part B Eng 68:27–37. https://doi.org/10.1016/j.compositesb.2014.08.011
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