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Pépite | Modélisation du comportement cyclique des bétons : approches mésoscopiques

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Figure II .4: Comparison of crack patterns at post-peak stage between: (a) segmented 3D image of experimental scan and (b) numerical crack pattern Stamati et al
Figure II .5: Tomographic cross-sectional view of three concretes which exhibit different coarse aggregates (Piotrowska, 2013).
Figure II .12: Illustration of the hypothesis of the crack band theory (Bazant and Oh, 1983).
Figure III .3: Representation of the necessary distance between aggregates to ensure single discontinuity interface in an element.
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