Abstract

For the past decades the importance of structural rehabilitation of historical buildings, in order to preserve the cultural heritage, has increased considerably. The weak masonry (made from bricks and bounded with low-strength mortars) were created using mortars which, depending on different external factors, were degraded and there are necessary urgent rehabilitation interventions in order to assure the masonrys durability by protecting the joints with new, compatible and reversible materials and techniques (according to Venice charter requirements). In order to increase the durability characteristics of the weak masonry, the design and application techniques of some particular materials and solutions used will be considered in present paper. The used procedures are based on joints reinforcing using fibre reinforced mortar (fibres made of steel, carbon and glass). The test results have revealed a significant improvement of the structural response and a noticeable increased durability depending on the materials and techniques used.

Highlights

  • Ever since ancient times the masonry buildings have been based on local materials, such as stone and ceramic brick units bonded with mortars of various mixtures

  • The load bearing capacities of the control specimens are different due to the non-uniformity of the material properties utilized in masonry panels

  • The failure of all masonry control specimens is characterized by large cracks penetrating the whole structure

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Summary

Introduction

Ever since ancient times the masonry buildings have been based on local materials, such as stone and ceramic brick units bonded with mortars of various mixtures. Rehabilitation using traditional building materials by: - fully replacing the deteriorated parts; - re-pointing the mortar joints with compatible material; - strengthening of joints with rigid reinforcing bars; - caulking, injecting as well as using steel dogs across the cracks; 2.

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