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Shear Strengthening of Prestressed Hollow Core Slabs Using Externally Bonded Carbon Fiber Reinforced Polymer Sheets

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Academic year: 2020

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Figure

Figure 1.1 Prestressed hollow core slabs
Figure 2.3 Arrangement of externally bonded FRP systems (a) beam B1, (b) beam B2,
Figure 3.1 Cross section of each type of specimen
Table 3.1 Parameters of PHC slabs used in experimental study
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