Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints
By R. Seracino, M. Saifulnaz, D. Oehlers. 2007
302 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/0edf51a493e1af5cee1715e3f402a7d8e86e8439
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- A review on the bond behavior of FRP NSM systems in concrete (2015, methodology): “In this third analysis, the parameters of SA formul ation that were obtained from experimental calibrat on, were recalibrated using the databases presented her in and a strategy identical to that used by SA aut hors [15].”
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “Debonding is the critical mode of failure of elements strengthened using EB FRP, and several formulations based on available experimental results or theoretical and numerical investigations have been proposed to predict the debonding load [2–6].”