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- W2189230819 abstract "This study exemplifies the results of comprehensive experimental investigation on the behaviour of axially loaded Reinforced Concrete (RC) rectangular columns repaired with Glass fibre Reinforced Polymer (GFRP) Fabrics. Totally ten RC rectangular specimens were fabricated and tested under axial compression load. Two specimens were retained as control specimen and the remaining eight specimens were partially pre-cracked to 60% of the ultimate failure load of the control specimen and repaired using GFRP fabrics strips. This study investigated three variables included slenderness ratio, spacing amount and orientation, and number of plies of GFRP strips. The result of this investigation indicates that the gain in compressive strength varied between 31.58 % and 50 %. It was also found that the above mentioned parameters affect the ultimate compressive load capacity and modes of failures of the repaired rectangular columns. Furthermore, the experimental result shows better" @default.
- W2189230819 created "2016-06-24" @default.
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- W2189230819 date "2010-01-01" @default.
- W2189230819 modified "2023-09-22" @default.
- W2189230819 title "STRENGTHENING OF REINFORCED CONCRETE RECTANGULAR COLUMNS WITH GLASS FIBRE REINFORCED POLYMERS" @default.
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