Mechanical Performance of Steel Fibre Reinforced Concrete Exposed to Wet-Dry Cycles of Chlorides and Carbon Dioxide.

Furthermore, uniaxial tension samples showed a trend of higher toughness values with time for CMOD < 2 mm which decreased at the end of the tail (i.e., at CMOD = 4 mm), see Figure 7 d; however, this was the case mostly for samples cracked at 0.15 mm.

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