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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.
This research is aimed at stimulating further testing into the interactions of these materials within the context of historic masonry substrates.
The present work aims to statistically assess a new design procedure to estimate the bond resistance of composite fabrics externally glued on 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.
Similar(48)
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.
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.
Ten laboratories from Italy, Poland and Portugal were involved for a total of 150 tests, including direct tensile tests on textiles and composites, and single-lap bond tests on 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.
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