“…In other words, the available recommendations are in rather wide range and are not always unambiguous. For example, in one work [8] it is proposed to combine round collinear cracks at ฮป > 0.67, and in another [9] this recommendation is considered overly conservative. In the opinion of the authors of [9], the stress intensity factor (SIF) in this case is overestimated by approximately one and a half times, which is why they propose to consider the cracks united at ๐ > 0.9.…”