Influence of the Chloride Attack on the Post-Cracking Behavior of Recycled Steel Fiber Reinforced Concrete.

Since the difference between the average crack width measured at the center of the panel (position A) and at the edge of the panel (position C) was within the test variability and did not follow a clear trend, the crack width along the crack development length was assumed constant in the theoretical approach for deriving the stress vs. crack width by inverse analysis RPT-3ps ( Section 4 ). 3.3.3.

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