A finite element model for the analysis of reinforced concrete with externa
l composite materials strengthening is presented in this paper. The model i
s based on a concrete material model, external unidirectional composites, t
he Ahmad Shell element and geometric and material non-linearities. The firs
t-order shear-deformation theory is used, in order to describe the deformat
ion of the shell under the total lagrangian formulation. An example of a RC
plate without and with external FRP reinforcement is presented and discuss
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