An Experimental Study on the Effectiveness of CFRP Reinforcements Applied to Curved Masonry Pillars
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Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-41057-5_170
Reference43 articles.
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3. Carloni, C., Focacci, F.: FRP-masonry interfacial debonding: an energy balance approach to determine the influence of the mortar joints. Eur. J. Mech. A. Solids 55, 122–133 (2016)
4. Fagone, M., Rotunno, T., Grande, E., Bertolesi, E., Milani, G.: The influence of the joint thickness on the adhesion between CFRP reinforcements and masonry arches. Procedia Struct. Integrity 11, 258–265 (2018)
5. Hosseini, A., Mostofinejad, D., Emami, M.: Influence of bonding technique on bond behavior of CFRP-to-clay brick masonry joints: experimental study using particle image velocimetry (PIV). Int. J. Adhes. Adhes. 59, 27–39 (2015)
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1. The Bond Behaviour of FRP and FRCM Strengthening Sheets Externally Bonded to Masonry Pillars: An Experimental Based Comparison;Lecture Notes in Civil Engineering;2024
2. FRCM-to-masonry bonding behaviour in the case of curved surfaces: Experimental investigation;Composite Structures;2023-06
3. Experimental Study on the Local Behavior of CFRP Anchor Spikes Fixed to Masonry Substrates;Key Engineering Materials;2022-04-07
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