Durability of FRP rods for concrete structures
By F. Micelli, A. Nanni. 2004
429 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/f0a08fcd2a523ea5a6123e9c0a42a1926c0d9d75
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Effects of corrosive environments on properties of pultruded GFRP plates (2014, background): “Furthermore, corrosion resistance capacity and durability of GFRP composites largely depend on resin properties [14].”
- Laboratory assessment and durability performance of vinyl-ester, polyester, and epoxy glass-FRP bars for concrete structures (2017, background): “Interestingly, the 21% reduction in the interlaminar-shear strength of the polyester GFRP bars in this study is significantly lower than with the polyester E-glass composite rods tested by Micelli and Nanni (2004), who observed a more than 90% reduction in interlaminar-shear strength.”
- Combined effects of saline solution and moist concrete on long-term durability of GFRP reinforcing bars (2013, background): “Micelli and Nanni [4] observed similar tensile failure modes with GFRP bars.”
- Durability of GFRP Reinforcing Bars Embedded in Moist Concrete (2009, background): “Micelli and Nanni 2004 also observed similar tensile failure modes of GFRP bars.”
- Bond mechanism and bond strength of GFRP bars to concrete: A review (2016, background): “Micelli and Nanni [30] studied CFRP and GFRP bars to concrete exposed to 200 freeze-thaw cycles.”