Özet:

As a result of today’s rapidly evolving technology, people’s preference to urban life where they can find a more comfortable life, concrete buildings in cities where the multi-storey building culture is dominated, brings together the quest to build buildings with sufficient resistance to the effects of natural disasters. The high durability and availability expected from materials used in high-storey structures, especially, lead the construction industry to the search for materials produced with new technologies. Composite elements created using the superior characteristics of two or more materials in the same or different group in recent years have given a new perspective to the construction sector. In the beginning of these materials comes fiber material that is widely used in the hard field of engineering. The material specially applied to concrete, defined as fiber equipment, is attempted to give the sprinkling or field concrete a snorkeling feature. In general, in the literature and marketing ARGE laboratories, the fiber-equipped supplemented concrete, under the inclination effect, is being studied. Therefore, this study has studied the behavior that fiber-equipped supplemented concrete will be shown in the case of use in the structural elements under the axle pressure effect. In the experimental study, two-cylindrical samples produced from four different concrete classes with different levels of fiber added to the concrete mixture were experimented with axel pressure. In the framework of the study, the effects of the addition of fiber in different proportions to concrete samples with different resistance on concrete pressure resistance have been studied. In addition, the final element model of concrete samples in the study was prepared with the help of the concrete plasticization damage model. Subsequently, samples were analyzed using Abaqus/Standard final element program and the final element program was verified compared to experimental data.

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