Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference43 articles.
1. Effectiveness of novel methods to increase the FRP-masonry bond capacity;Foraboschi;Compos Part B Eng,2016
2. Influence of bonding technique on bond behavior of CFRP-to-clay brick masonry joints: experimental study using particle image velocimetry (PIV);Hosseini;Int J Adhes Adhes,2015
3. Debonding behavior of ancient masonry elements strengthened with CFRP sheets;Carrara;Compos Part B-Eng,2013
4. FRP-masonry interfacial debonding: an energy balance approach to determine the influence of the mortar joints;Carloni;Eur J Mech – A/Solids,2016
5. On the mechanical behaviour of anchored CFRP-to-masonry reinforcements;Fagone,2016
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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. Numerical Approaches for the Study of the Bond Behavior of FRP/FRCM Strengthening Systems Externally Applied to Curved Masonry Structures;Lecture Notes in Civil Engineering;2024
3. Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates;Journal of Composites for Construction;2023-12
4. A Simplified Analytical Model for FRP-Strengthened Curved Brittle Substrates Using the Multi-Linear Bond-Slip Law;Buildings;2023-10-12
5. Simple non-linear numerical modelling of masonry arches reinforced with SRG using elasto-fragile and elasto-ductile truss finite elements;Engineering Structures;2023-10
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