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Influence of water on bond behavior between CFRP sheet and natural calcareous stones
Affiliation:1. Fraunhofer Institute for Manufacturing Technology and Advanced Materials IFAM, Branch Lab Dresden, Winterbergstrasse 28, D-01277 Dresden, Germany;2. Denso Automotive Deutschland GmbH, Department Heat Exchanger Application, Freisinger Strae 21, D-85386 Eching, Germany;3. Nehlsen-BWB Flugzeug-Galvanik Dresden GmbH & Co. KG, Grenzstrasse 2, D-01109 Dresden, Germany;1. Institute of Atmospheric Physics, ASCR, Bo?ní II 1401, Prague, Czech Republic;2. Czech Hydrometeorological Institute, Na ?abatce 2050/17, Prague, Czech Republic
Abstract:In this paper the effect of a long term immersion in water on bond durability is analyzed when FRPs (Fiber Reinforced Plastic) are externally applied to a masonry substrate. In the performed research a substrate made by natural calcareous stones, strengthened by CFRP (Carbon Fiber Reinforced Plastic) sheets has been analyzed. For a better comprehension of water effect on the adhesive bond between stone and CFRP, the same treatments were performed to the constituent materials, namely epoxy resins, CFRP sheets and stones. To this aim mechanical tests were carried out on stone, composite materials and epoxy resins before and after their immersion in water, evaluating the effects of this agent on the properties of the materials. The influence of the aging in water on the interface stone-reinforcement was analyzed in terms of bond strength, maximum bond stress, optimal bond length, slip-bond stress relationship and mode of failure. In addition the possibility of calibrating design relationships, taking into account the influence of environmental conditions is discussed. Detailed results on adhesives and composites aged in water have been reported in a previous paper while in the present work the significant decay of the mechanical properties of the stone is specifically investigated. With regard to the conditioning treatment a reduction of the bond strength has been observed (up to 26%) as well as a similar decrease of the maximum bond stress; in addition the aged specimens have shown a more fragile behavior. On the basis of the obtained results the empirical coefficient, reported in the available Italian Guidelines, to determine the FRP-masonry bond strength seems still effective when the system FRP-masonry is aged in water once the properties of the aged materials are considered in the provided relationships.
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