Abstract
The paper presents the analysies of the state of knowledge on the problem of cracking resistance of anticorrosion coatings made of glass fiber reinforced synthetic resins (mainly polyester and epoxy). This kind of coatings are most often used to protect the concrete substrate in the chemically active environment. The theoretical bases of relation between the coating and concrete substrate properties have been studied. Different models of the relation have been taken into account. The influence of some coating properties (such as thickness, the tensile strength, the modulus of elasticity) on the value of the limit crack width of the concrete substrate have been analysed. The basic features of the coating which determine its cracking resistance have been found. A review of numerous papers has been presented.
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Czarnecki, L., Grabowski, J. (1986). Criterion of Cracking Resistance of Glass Fiber Reinforced Resins: A Comparative Study. In: Sasse, H.R. (eds) Adhesion between polymers and concrete / Adhésion entre polymères et béton. Springer, Boston, MA. https://doi.org/10.1007/978-1-4899-3454-3_17
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DOI: https://doi.org/10.1007/978-1-4899-3454-3_17
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