A modified pull-out test for bond of near-surface mounted FRP rods in concrete
By Laura De Lorenzis, A. Rizzo, A. Tegola. 2002
274 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/0869d471bf0e87c13999c943358230d6a5e9f0a0
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “23a shows the results obtained from specimens tested with square grooves in [10] and those with variable width-to-depth ratio with constant depth in [13] (w = groove width and K = d/db).”
- Modeling of bond between near-surface mounted CFRP laminate strips and concrete (2004, background): “[15] and reproduces the post-peak bond behavior (descending branch).”
- Pullout Behavior of Steel Fibers in Self-Compacting Concrete (2010, unknown): “…and aptitude to accurately model the local bond stress-slip behavior, as previously ascertained by several researchers (Stang and Aarre 1992; Lorenzis et al. 2002; Sena-Cruz et al. 2006). τ(s) = τm ( s sm )α , s ≤ sm ∧ τ(s) = τm 1 1 + ( s− sm s1 )α′ , s > sm (4) The mechanical component of…”