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Behaviour of continuous concrete slabs reinforced with FRP bars. Experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.

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Figure

Table  3–3  above  and  Figure  3–19  below  present  the  failure  loads  of  the  BFRP  slabs  tested
Figure 3-20: Total applied load versus end support reaction of continuous slabs tested 025507510012515017520005101520253035Total load: kN
Figure 3-22: Elastic and experimental bending moments relations at failure for           slab C–B–UU 30.42  -36.66 34.17  -29.16 38.1 -38.1 -50-40-30-20-100102030405000.511.52 2.5Mid-span region  =12% Bending moment: kN.m
Figure 3-24: Elastic and experimental bending moments relations at failure for          slab C–B–UO 21.84  -26.32 27.25 -15.56 38.1 -22.33 -30-20-100102030405000.511.52 2.5Mid-span region  =25% Bending moment: kN.m
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