Issue 60

A.-A. A. A. Graf et al., Frattura ed Integrità Strutturale, 60 (2022) 310-330; DOI: 10.3221/IGF-ESIS.60.22

a) Control beam, C3.

b) Carbon fiber reinforced polymers technique, CF3.

c) Steel fiber reinforced concrete technique, SF3. Figure 24: The crack patterns; a) Control beam (C3), b) Carbon fiber reinforced polymers technique (CF3), and c) Steel fiber reinforced concrete technique (SF3).

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