“…The finite element formulation of the SCFE can be derived from Equations and and the H‐R variational functional, and the following element stiffness matrix for the SCFE is finally obtained: in which in which Γ c is a combination of all Γ c i , n contains the unit normal vectors, N h is a matrix of interpolation function, and the natural coordinate η represents the location of a normal plane along the corner front. The interested readers can refer to Ping et al…”