PSI - Issue 47

Ezio Cadoni et al. / Procedia Structural Integrity 47 (2023) 331–336 Author name / Structural Integrity Procedia 00 (2023) 000–000

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Fig. 5. Numerical simulation of UHP(FR)C specimen 60mm.

Fig. 6. Numerical simulation of UHPC specimen 30mm.

a) c) Fig. 7. Comparison between experimental and numerical stress versus time curves obtained for di ff erent sample length: a) 30 mm; b) 45 mm; c) 60mm. b)

state-of-the-art material models is the DAMP model’s ability to predict structural damage prior to the material reaching its maximum strength value.