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This research investigates various techniques for strengthening external reinforced concrete (RC) frame connections to enhance their performance and prevent failure. Using finite element analysis (FEA) with ABAQUS, the study finds that a single layer of carbon fiber-reinforced polymer (CFRP) significantly improves connection strength compared to glass fiber-reinforced polymer (GFRP), and that ferro-cement with expanded wire mesh enhances resistance. The optimal configuration identified includes a single lay

Author

amirsh9095

Language

EN