“…There are three potential sources of nonlinearity in structural engineering simulations, material, geometry, and boundary condition nonlinearity, corresponding, respectively, to cases where stresses exceed the linear part of the material law, large deformations develop so that the deformed geometry differs substantially from the undeformed one, and when boundary conditions change during the analysis. The loads and stresses that the brace is subjected to in its daily use by a patient do not usually produce significant stresses of the material [16,[27][28][29], while the developing deformations are also limited by the patient's body. For this reason, the prevailing type of nonlinearity is the one of the brace's boundary conditions, namely its interaction with the patient's body, which is described by the nonlinear pressure-overclosure chart of Figure 6.…”