“…Very good agreement between the MS-FD result and FE simulation are reported in [7] where only 20 elements were used in the MS-FD simulation of a cantilever beam. Owing to the ease of implementation, this model has also been adopted to study the quasi-static large elastic-plastic deformation of exural beams [8]. In this paper, the MS-FD model will be reformulated to incorporate large deformation and axial force, while local contact spring [2] will be employed to simulate the contact between two structures.…”