SIGNIFICANCE OF MIDSPAN DEBONDING FAILURE IN FRP-PLATED CONCRETE BEAMS
By W. Sebastian. 2001
202 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/38e47c7ab2860deacdc3dc0b2bf661f20355e2b2
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “Interface debonding failure modes in various strengthening cases have been carefully classified and documented (Buyukozturk and Hearing 1998, Triantafillou 1999, fib 2001, Sebastian 2001, Smith and Teng 2002, Buyukozturk, et al. 2004).”
- FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006, background): “In RC beams flexurally strengthened with a tension face FRP plate, IC debonding may arise at a major flexural crack or flexural-shear crack (Leung, 2001; Sebastian, 2001; Teng et al., 2003b; Yao et al., 2005a).”