Brittle Failure and Bond Development Length of CFRP-Concrete Beams
By D. Nguyen, T. Chan, H. Cheong. 2001
205 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/de32203c015c0daec328ffff9da17d7192c46790
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Bond Between Near-Surface Mounted Carbon-Fiber-Reinforced Polymer Laminate Strips and Concrete (2004, background): “Research to date has revealed that this technique cannot mobilize the full tensile strength of FRP materials because of premature debonding (Mukhopadhyaya and Swamy 2001; Nguyen et al. 2001).”
- Application of polymer composites in civil construction : A general review (2008, background): “Bond between FRPC and concrete surface also depends on preparation of concrete surface (water jet or sand blasting), concrete compressive strength and effective bond length [137], fibers stiffness and shape of stress distribution [134], etc.”