Issue 67

S. S. E. Ahmad et al., Frattura ed Integrità Strutturale, 67 (2024) 24-42; DOI: 10.3221/IGF-ESIS.67.03

a) beam width 120 mm b) beam width 250 mm Figure 8 : Experimental load-deflection relationship; a) beam width 120 mm b) beam width 250 mm.

Figure 9: Behavior of K 1C against a/d for b = 120 and 250 mm .

a) control beam, b =120 mm

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