A thermo-mechanical interface model for simulating the bond behaviour of FRP strips glued to concrete substrates exposed to elevated temperature
Author:
Funder
Instituto Nacional de Tecnología Industrial,
Roberto Rocca Education Program
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference46 articles.
1. Numerical calibration of bond law for GFRP bars embedded in steel fibre-reinforced self-compacting concrete;Pepe;Compos Part B: Eng,2013
2. Modeling in-plane and out-of-plane displacement fields in pull-off tests on FRP strips;Martinelli;Eng Struct,2011
3. Characterization of debonding in FRP-strengthened masonry using the acoustic emission technique;Ghiassi;Eng Struct,2014
4. Numerical analysis of bond behavior between masonry bricks and composite materials;Ghiassi;Eng Struct,2012
5. Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams;Barros;Cem Concr Compos,2007
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4. Plain Concrete Prisms Externally Strengthened by CFRP Bonded with Graphene Oxide–Modified Magnesium Phosphate Cement;Journal of Materials in Civil Engineering;2020-05
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