Experimental and analytical study on flexural strengthening of RC beams via prestressed EBROG CFRP plates
Author:
Funder
Deputy of IUT
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference38 articles.
1. ACI 440.2R-17. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute; 2017.
2. Experimental study on effect of EBR and EBROG methods on debonding of FRP sheets used for shear strengthening of RC beams;Mostofinejad;Compos Part B: Eng,2013
3. Effect of GM patterns on ductility and debonding control of FRP sheets in RC strengthened beams;Mostofinejad;Constr Build Mater,2015
4. Grooving as alternative method of surface preparation to postpone debonding of FRP laminates in concrete beams;Mostofinejad;J Compos Constr,2010
5. Bond efficiency of EBR and EBROG methods in different flexural failure mechanisms of FRP strengthened RC beams;Mostofinejad;Constr Build Mater,2014
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1. Bonded and unbonded strengthening of RC beams with the prestressed CFRP plate system: An experimental study;Construction and Building Materials;2024-08
2. Development of a novel anchorage and tensioning system for strengthening steel beams with unbonded prestressed CFRP plates;Engineering Structures;2024-08
3. Flexural performance of the negative moment region in bonded steel-wire-rope-strengthened reinforced concrete T-beams at different prestressing levels;Advances in Structural Engineering;2024-07-30
4. Experimental study of fatigue behaviour of CFRP-to-concrete bonded joints employing the EBROG strengthening technique;Construction and Building Materials;2024-07
5. Secondary flexural behaviour of reinforced concrete beams strengthened with special-shaped rivet bonded steel plates and prestressed CFRP bars;European Journal of Environmental and Civil Engineering;2024-05-19
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