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This document reviews literature on strengthening reinforced concrete (RC) beams subjected to flexure, shear, and torsion loading. It finds that carbon fibre reinforced polymers (CFRP) are the most widely used and suitable technique. Studies have examined beams under individual and combined flexure-shear loading, but not the combined effects of torsion, flexure and shear. There is potential to explore strengthening techniques for beams exhibiting all three behaviours simultaneously. The objectives are to ex

Author

Taanz

Language

EN