Моделювання роботи жорсткої аеродромної конструкції з шаром посилення із модифікованого бетону

Abstract

The purpose of this article is to present the results of the study of the operational suitability of the existing induced airfield coating by experimental and theoretical methods. Based on the analysis of the results of the research, it was determined that the material that provides performance characteristics, namely: crack resistance, tensile strength, impact strength, abrasion resistance - is a modified concrete, i.e. concrete with additives that have a positive effect on the structure and operational properties. This paper presents the results of studies of the reinforcement layer made of concrete with the introduction of the most common modifiers of polymeric substance (polymer-cement RCC - Polymer Cement Concrete) and basalt chopped fiber - fiber (basalt fiber concrete FRC - Fiber Reinforced Basalt concrete).