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Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets

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Figure

Figure 1.1 PHC slabs floor plan with filling
Figure 2.5 Beam cracks after failure (Li et al., 2001)
Figure 2.6 CFRP sheets bonding layouts for all beams (Adhikary and Mutsuyshi, 2004)
Figure 3.2 Schematics of GFRP installation position (units: mm)
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