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This study investigates the torsional behavior of self-compacting reinforced concrete (SCRC) beams strengthened with glass fiber reinforced polymer (GFRP) strips through experimental tests and finite element modeling. Results indicate that beams strengthened with three layers of GFRP showed a 33.3% increase in ultimate torsional moment, while four layers spaced every 300 mm achieved a 209.4% increase in energy dissipation capacity compared to un-strengthened specimens. The numerical model developed using AB

Author

sang

Language

EN