Skhtshdgy behavior modeling elements reinforced with FRP reinforced concrete in pure tension

Due to expanding use of composites in reinforced concrete structures, development of behavioral models and provide appropriate methods for the analysis of reinforced concrete elements Tqvytshdh this material is essential. In this paper, an analytical technique based Ryzmdlsazy to simulate the response of reinforced concrete elements under tension fissuring dot net. In this way, stress transfer from the FRP reinforcement and concrete using nonlinear models of adhesion and slip calculated based on that developed cracks and fissuring behavior after the element has been set. Also Brnamhyy language Fortran-based algorithm proposed has been developed that feature calculation distributed strain, stress and slip over the elements, the relationship between average strain and average stress of concrete, steel and FRP) behavioral models average (and average distance Turks has the results. Tdvynshdh program with results from a number of experiments is the comparison and validation.