Issue 39

M.A. Tashkinov, Frattura ed Integrità Strutturale, 39 (2017) 248-262; DOI: 10.3221/IGF-ESIS.39.23

Ply #5 (0 degree)

Ply #8 (90 degree)

Ply #5 (0 degree)

Ply #8 (90 degree)

(a)

(b)

Ply #5 (0 degree)

Ply #8 (90 degree)

Ply #5 (0 degree)

Ply #8 (90 degree)

(с) (d) Figure 8 : Implementation of criteria in elements at the moment of the sample failure: (a) Maximal Stress, (b) Tsai-Hill, (с) Hashin, (d) MCT.

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