DescriptionThis thesis is an investigation of the effectiveness of repair of reinforced con- crete structures with inorganic polymer compared to organic epoxy system using finite element analysis. A finite element based approach was adopted to analyze the load deformation response and the stress strain behavior of the repaired structure at the notch location due to loading. For this study ANSYS 14.5 analysis program was used as a tool to study the numerical based response of the structure. The finite element results obtained were validated by comparing the result to experimental investigations made in previous studies. A finite element model was developed to include the bond slip interaction at the steel concrete interface and the analytical results were compared to the experimental values. Detailed descriptions for the choice of elements, material data input and the solution controls input in the program are provided in this study. The results from this study showed that the load deflection response of beam repaired with inorganic polymer is similar to the control specimens. The study also showed the effect of bond slip at the interface between steel and concrete on the load deflection response. The conclusions and recommendations of this study are mentioned for further investigation related to this study.