Not sure if that's exactly the same thing. I'm talking about resistance to fatigue as the result of repetitive stress cycles. So a materials weakens as it is flexed back and forth and eventually will snap, like with the tear tab on drink cans. But carbon fibre for instance is different, virtually a dead material that can withstand an almost indefinite number of cycles without significant weakening. So the question is, even if tested compression and tensile strength is reduced with less Edencrete, does the concrete still exhibit a greatly reduced tendency to crack and disintegrate under repetitive loading?
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