PSI - Issue 28

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N.V. Mikhailova et al. / Procedia Structural Integrity 28 (2020) 2026–2031 / Structural Integrity Procedia 00 (2020) 000–000

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Fig. 2 (a) Loading impulse location in sample at fracture moment; (b) and (c) Stress-time dependencies in sections of sample located in either side of spall section.

Fig. 3 (a) and (b) Calculated time of fracture criterion fulfillment for sections in sample parts that appeared after the first spall fracture event.. (b) Scheme of spall fracture location in concrete rods from (Schuler et al., 2006).