Civil Engineering Reference
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Fig. 7.11 Load-de
fl
ection response (Series I)
Fig. 7.12 Series II: HCS with 0 kg/m
3
of
bers
For the a/d ratio equal to 3.4, we can see (Fig.
7.15
) that the HCS [II-0-3.4(P), II-
50-3.4(P) and II-70-3.4(P)], accomplished a more ductile behavior with greater
loads than their equivalent specimens non precracked. Moreover, dependence on
ber amount was clearly evident.
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