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Punching shear of concrete flat slabs reinforced with fibre reinforced polymer bars

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Figure

Figure 2-4. Typical dimension and loaded area bridge deck slab (El-Gamal et al. 2005)
Figure 2-5 . Example layout of simply supported slab in the laboratory test samples.
Figure 2-6 . In-plane membrane forces in a slab with no in-plane restraint (Bailey 2001)
Figure 2-8 . Typical punching-shear failure and main shear crack for some Specimens (Hassan et  al
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