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Comparisons between the predictive capability of the parameters estimated using the optimal Set 5 and that of those estimated using Set 1 (all-simple-shear) for two different loading paths. (a,c) Two biaxial extension loading paths (LP1 and LP2) used to evaluate the predictive capability. (b) Results for LP1. (d) Results for LP2. Results for the stress components P11 and P22 are given as functions of F11 and F22, respectively.
