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Structural behaviour of precast concrete sandwich panel using recycled aggregate concrete under transverse load

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Figure

Figure 2.1: Usage polystyrene in sandwich panel
Figure 2.2: One-way shear connectors, stiff in only one direction.
Figure 2.3: Two-way shear connectors, stiff in at least two perpendicular directions.
Figure 2.4: Non-composite connectors
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