Issue 60

S. Ahmed et alii, Frattura ed Integrità Strutturale, 60 (2022) 243-264; DOI: 10.3221/IGF-ESIS.60.17

(b) Figure 11: Load versus crack width responses for static bending test at rail seat section: (a) SN; (b) S0.

(a)

(b)

(c) Figure 12: Typical failure modes of normal concrete sleepers at rail seat section: (a) SN-No.1; (b) SN-No.2; (c) SN-No.3.

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