“…In the past few decades, on the basis of the crack‐tip stress field analysis, some constraint parameters, such as T ‐stress, 12 , Q , 13,14 A 2 , 15 A , 16–18 and T Z , 19,20 have been proposed and developed. Among these contributions, the parameters T ‐stress, Q , A , and A 2 are defined based on the plane strain–stress field at the crack tip, and they are primarily used to quantify the in‐plane constraint, which is related to crack depth or uncracked ligament length in a specimen or structure 21,22 .…”