Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference21 articles.
1. Bond efficiency of EBR and NSM FRP systems for strengthening of concrete members;Bilotta;J Compos Constr ASCE,2011
2. Bond behaviour of FRP NSM systems in concrete elements;Ceroni;Composite Part B,2012
3. An experimental study of different factors affecting the bond of NSM FRP bars in concrete;Sharaky;Compos Struct,2013
4. Effect of high temperature on bond strength of near-surface mounted FRP reinforcement;Yu;Compos Struct,2014
5. Performances at high temperature of RC bridge decks strengthened with EBR-FRP;Del Prete;Composite Part B,2015
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1. Experimental and Numerical Investigation of the Flexural Behavior of One–Way Rc Slabs Strengthened with Near–Surface Mounted and Externally Bonded Systems;2024
2. Regaining Structural Performance of Thermally Damaged Beams Using NSM CFRP Strips: A NLFE Study;International Journal of Civil Engineering;2023-10-10
3. Steel-concrete composite beams strengthened with NSM CFRP systems at the hogging-moment regions;Engineering Structures;2023-10
4. Nonlinear FE analysis of RC slabs strengthened with prestressed EB CFRP strips under high-cyclic fatigue loading;Structures;2023-10
5. Strength Model for Debonding Failure in RC Beams Flexurally Strengthened with NSM FRP and Anchored with FRP U-Jackets;Journal of Composites for Construction;2023-10
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