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STRENGTHENING OF REINFORCED CONCRETE BEAMS WITH GLASS FIBER REINFORCED POLYMER SHEETS WITH DIFFERENT CONFIGURATIONS IN SHEAR AND FLEXURE

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Figure

Fig. 5: Failed beam BS2 after testing Fig. 6: Failed beam BS3 after testing
Fig. 9: Failed beam BS6 after testing
Fig. 15: Failed beam BF6 after testing
Fig. 17: Load Vs. Deflection curve of Beams weak in flexure
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