PSI - Issue 47
Victor Rizov / Procedia Structural Integrity 47 (2023) 3–12 Author name / Structural Integrity Procedia 00 (2019) 000–000
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4 / G G B R C N . The locations of the three cracks in radial direction is characterized by 1 4 / R R , 2 4 / R R and 3 4 / R R ratios.
1 4 / R R ratio (curve 1 – at non-linear behaviour of material,
Fig. 3. The strain energy release rate in non-dimensional form plotted against
curve 2 – at linear-elastic behaviour).
The material inhomogeneity is characterized by q .
Fig. 4. The strain energy release rate in non-dimensional form plotted against H (curve 1 – at
0.003 4 R m, curve 2 – at
0.004 4 R
0.005 5 R m).
m and curve 3 – at
It is assumed that 0.01 . The influence of material inhomogeneity on the longitudinal fracture is illustrated in Fig. 2 where the strain 0.005 4 R m, 1.6 p , 0.2 H , 0.00002 and
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