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The structural behavior of rectangular reinforced concrete (RC) columns confined with different configurations of carbon fiber reinforcement polymers (CFRP) sheets is investigated by using nonlinear finite element analysis (NLFEA). SOLID65, LINK8, SOLID45, and SOLID46 elements represented the concrete, steel bars, steel plates, and CFRP sheets, respectively. Based on each simulated component's actual characteristics, the nonlinear material properties are defined for each type of elements. Thedoi:10.5281/zenodo.3563095 fatcat:ekshx5bphzctrff6b7ryfqatoq