A model to simulate the cyclic axial compressive behaviour of RC columns confined with CFRP sheets
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abstract
In the present work a constitutive model to predict the cyclic axial compressive behavior of
RC columns confined with CFRP is proposed. This model was implemented in a FEM-based computer
program, able to simulate the material nonlinear behavior of reinforced concrete frame structures. The
performance of the developed model is assessed using results obtained from experimental tests.
