https://www.selleckchem.com/pr....oducts/CP-690550.htm
Three-dimensional finite element models were developed in the commercial finite element code ABAQUS, using the concrete damaged plasticity model to predict the studied beams' load-displacement response. The results of the finite element analyses show a considerably good agreement with the experimental data in terms of the beams' cracking load and ultimate load capacity. The effects of different strengthening parameters, including SMA rebar diameter, steel rebar diameter and pre-stressing force level on the beam behavior, were investig
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