Experimental Validation Of An Algorithm For
Masonry Vaults Reinforced By The Ω-Wrap
Technique
Author(s)
L. Anania, A. Badalà, M. Cuomo & G. D’Agata
Abstract
Assessment of the effects of the application of advanced materials and new
technologies on traditional structures has assumed a major relevance within the
ongoing debate on the preservation of historic buildings. The aim of the present
paper is to discuss the validity of analytical models, by means of experimental
investigations carried out on masonry arches reinforced with an innovative
technology proposed by the same author and based on the use of CFRP strips,
with a special configuration called an \“Ω-Wrap”. A theoretical prediction of
ultimate strength was derived in agreement with the occurrences observed during
the experiments (masonry crushing, FRP rupture, debonding, sliding along the
mortar joint). The results of the experimental trials allowed us not only to
validate the proposed analytical derivations but also to evaluate the impact of
these innovative reinforcement configurations on the strength of masonry arches.
So a lower bound limit analysis approach was developed which can handle with
the shear strength of each ideal sections given by the Mohr-Coulomb friction law
(for the mortar joint) and other non linear Italian Code relations (for CFRP Ω-
wrap reinforcement) at a given level of normal compressive stress, resulting
from the previous step. In this way the associated flow rule holds at each step for
the shear failure mechanism also without dilatancy.
Keywords: arch masonry structure strengthening FRP experimental test.
Keywords
arch masonry structure strengthening FRP experimental test
Related Book
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