Issue 39

S. K. Kudari et alii, Frattura ed Integrità Strutturale, 39 (2017) 216-225; DOI: 10.3221/IGF-ESIS.39.21 221 Figure 6 : A typical variation of T 11 /  along the crack-front for various a/W and B =10mm. Figure 7 : Variation of T 11-max against K I-max / πB 1/2 for various a/W and B =10 mm. Figure 8 : Variation of slopes T 11-max /(K I-max /( πB) 1/2 against B/W for various a/W. Let, B B B C W W W 2 3 2 0.1477 0.93746 0.87183 0.35186                       (8) The Eq. (7) reduces to: I K T C B max 11-max 2          (9) Substituting for K I-max from Eq.(6)