The search for new materials that allow the construction of thinner, lighter and less expensive structures has grown considerably in the last years. Carbon textile reinforced concretes appear as interesting solutions capable of reaching higher mechanical results. The aim of this research was to evaluate the mechanical behavior of carbon textile reinforced concretes regarding their material and structural aspects. The behavior of the composite was evaluated through direct tensile, bending and pullout tests. The variables used were: the type of fabric (flexible and rigid), number of reinforcement layers (1 or 2), and the impregnation or not with a coating made with epoxy resin and sand. The composites reinforced with the rigid fabric showed superior mechanical performance. The use of the coating provided better results for both textiles, even though its influence appeared to be most significant in the impregnation of flexible fabrics. These superiorities were confirmed by pullout results. The increment of reinforcement layers also resulted in an improvement in the composite final behavior. Furthermore, an analysis of structural textile reinforced concrete was performed with short beams subjected to bending tests. A self-consolidating concrete with and without the incorporation of short steel fibers was used as matrix. Once again, the carbon fabrics were used as reinforcement in the longitudinal direction. The influence of the textile reinforcement in the transversal direction was also analyzed. The beams reinforced with rigid fabrics showed higher stiffness in small deflections. The incorporation of short steel fibers enhanced the first crack and ultimate loads, even though they were not able to prevent the shear failure of the beams. The addition of the transversal textile reinforcement modified the failure mode to a flexural one, and increased the ultimate load.