Issue 74

E.V. Feklistova et alii, Fracture and Structural Integrity, 74 (2025) 55-72; DOI: 10.3221/IGF-ESIS.74.05

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Table 2: The images of the plate with different coefficients of variation of strength properties for the various loading modes (white color – undamaged zones, grey color – partial damage, blue color – complete fracture). Based on the obtained results, it was concluded that it is advisable to use the developed model, which considers the appearance of anisotropy with a partial loss of bearing capacity, for modeling the fracture processes of elastic-brittle bodies with randomly distributed strength properties under biaxial loading. For cases of biaxial loading, the effect of a monotonous

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