TY  - JOUR
T1  - Modeling the Nonlinear Behavior of Predamaged Reinforced Concrete Beams Retrofitted with Bonded and Jacketed FRP Sheets
AU  - Aıt Taleb, Souad
AU  - Medjmadj, Sara
AU  - Sı Salem, Abdelmadjid
PY  - 2022
DA  - December
DO  - 10.55549/epstem.1226273
JF  - The Eurasia Proceedings of Science Technology Engineering and Mathematics
JO  - EPSTEM
PB  - ISRES Publishing
WT  - DergiPark
SN  - 2602-3199
SP  - 288
EP  - 294
VL  - 21
LA  - en
AB  - This paper consists on the numerical simulation based-finite element modeling carried out onreinforced concrete (RC) beams predamaged and strengthened with carbon fiber sheet (CFRP) and a fiberglass(GFRP) jacket under monotonic bending loads. The retrofitted RC beams were modeled using ABAQUS toestimate the effect of concrete and steel damage rate. After the experimental validation of the proposed model,four configurations of damage rate were considered according the initial compression resistance of undamagedconcrete. Indeed, the geometrical model and the choice of the finite element models were generated in a fullthree-dimensional (3D) space. Moreover, the real behavior of each used material has been simulated using theexperimental laws of each one, namely: concrete damaged plasticity, elastoplastic steel model with isotropichardening and orthotropic elastic one for FRP composites. The discussion of the numerical outcomes in terms ofbearing capacity curves and the tensile damages maps provides the full interest of the FRP repair technology onthe overall and local flexural response of predamaged RC beams.
KW  - Predamaged beams
KW  - Repair
KW  - CFRP sheets
KW  - GFRP Jacket
KW  - Nonlinear FE simulation.
UR  - https://doi.org/10.55549/epstem.1226273
L1  - https://dergipark.org.tr/en/download/article-file/2860822
ER  -