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When the RVE exists or when the material within a finite element is statistically homogeneous. e. that a volume is large enough that the effective parameter does not depend on the locations of microcracks and at same time small enough that the macroscopic stress can be considered to be uniform), the morphology of all microcracks within the RVE is known. The second assumption is at best questionable even at a generously coarse resolution length. Even a superficial glance at a concrete beam or an investigation of microscopic data testify to the irregular morphology of damage.