The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference24 articles.
1. Behavior of full-scale reinforced concrete beams retrofitted for shear and flexural with FRP laminates;Kachlakev;Compos J,2000
2. Cracking and strength of reinforced concrete structures in flexure strengthened with carbon fibre laminates;Valivonis;Civ Eng Manage J,2006
3. Flexural behavior of reinforced concrete beams strengthened with carbon fiber-reinforced polymer laminates at different levels of sustaining load;Yeong-soo;ACI Struct J,2003
4. Debonding failure modes of flexural FRP-strengthened RC beam;Aram;Compos Part B,2008
5. Flexural strengthening of RC continuous beams using CFRP laminates;Ashour;Cement Concr Compos,2004
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