Experimental study on the flexural strengthening of one-way RC slabs with end-buckled and/or externally bonded CFRP sheets
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference57 articles.
1. Low-velocity impact behaviour of two way RC slab strengthening with CFRP strips;Yilmaz;Constr Build Mater,2018
2. Simultaneous flexural and punching strengthening of RC slabs according to a new hybrid technique using U-shape CFRP laminates;Barros;Compos Struct,2017
3. Flexural behaviour of NSM CFRP laminate strip systems in concrete using stiff and flexible adhesives;José;Compos B Eng,2020
4. Combined effects of Carbon Fiber Reinforced Polymer flexural reinforcements and post installed shear dowels on the performance of flat slabs;Silva;Compos Struct,2020
5. Bond behaviour of CFRP/steel strap joints exposed to overloading fatigue and wetting/drying cycles;Wang;Eng Struct,2018
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1. Flexural performance of narrow RC beams hybrid strengthened by TRECC plate;Engineering Structures;2024-11
2. Experimental study on debonding and buckling of externally bonded carbon fiber reinforced polymer sheets in compression;Engineering Failure Analysis;2024-09
3. Analytical study on flexural strengthening of narrow RC beams with hybrid anchored CFRP sheets;Journal of Building Engineering;2024-07
4. Experimental study on bond behavior between CFRP and concrete with longitudinal grooves;Structures;2024-07
5. An integrated material-structural analysis of prestress concrete affected by corrosion of non-prestressed reinforcement;Advances in Structural Engineering;2024-05-20
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