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Results showed that for masonry walls strengthened on both faces, during pure in-plane diagonal load, there is no need to mechanical connection between TRM and masonry substrate.
Therefore, the study of the long-term mechanical interaction between repair mortars and historical masonry substrate turns out to be crucial for the design of durable repair works.
The interaction between FRP strips and masonry substrate is accounted for assuming the FRP behavior in agreement with Italian Guidelines for strengthening with composite materials (CNR DT200).
We present a tensegrity approach to the strengthening of masonry vaults and domes performed by bonding grids of fiber reinforced composites to the masonry substrate.
The reinforced masonry walls failed after loss of adhesion between the strengthening layer and the masonry substrate.
The effectiveness of these interventions strongly depends on the bond between the strengthening material and the masonry and on the mechanical properties of the masonry substrate.
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Research on the use of this typology of anchor for masonry substrates has been limited.
More recently, specific experimental tests were developed to investigate the nature of the bonding between composite reinforcements and masonry substrates.
This paper presents an experimental investigation on the bond behaviour of SRG applied to convex masonry substrates.
The product can be supplied at different levels of hydraulicity (Table 1) (using NHL 2, NHL 3.5 or NHL 5 binder) to suit different masonry substrates and site conditions.
This research is aimed at stimulating further testing into the interactions of these materials within the context of historic masonry substrates.
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