Predicting the pullout response of inclined hooked steel fibers
By F. Laranjeira, C. Molins, A. Aguado. 2010
171 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/332317ac88196f32db74404f1a35e49c4a64f652
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In Building and Construction
In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Characterization of the orientation profile of steel fiber reinforced concrete (2011, result): “According to previous works [47, 48 ] the pullout loads for small crack widths significantly decrease at large orientation angles; fibers being less effective with angles larger than 70. This aspect is important regarding that the R 2 -results in Y-and Z-axes summarized in”
- Inductive method for assessing the amount and orientation of steel fibers in concrete (2012, background): “The boundary conditions specific to each stage of the production process, as well as the actions imposed (wall effect, gravity, external vibration, etc.) induce numerous interaction stages where the orientation of the fibers is modified (Laranjeira et al., 2010b; Laranjeira et al., 2010c).”