Abstract
In this paper the results of finite element modelling of bended reinforced concrete elements before and after reinforcing by carbon-fibre plastics under static loading are presented. Numerical results were performed taking into account non-linear behaviour of rebar and deformation of concrete with further cracking. A comparative analysis between obtained experimental results and calculated ones was performed and their well-enough matches were shown. Prediction of reinforced concrete structures behavior using finite element method was performed.
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