Abstract
In this study, we present a static finite element study of reinforced concrete beam reinforced by steel fibers and by fiber reinforced–polymer composites subjected to a load of 500 kN. Preliminary results in term of simulation using a codeprogram (Abaqus) are presented. The material model was simulated in Abaqus finite element package and is capable of developing the stress-strain curves. The beam was loaded in three-points. The mechanical properties of carbon fiber reinforced polymer (CFRP), steel and the concrete used in our simulation are obtained from the data of the literature. The results obtained in terms of constraints and displacements are discussed. By this work, we contribute to more understanding the comportment of stress and strain law using numerical study. The main goal is to predict what extent a reinforced concrete structure can resist in the elastic mode.
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