关键词: 半隐式向后欧拉法, Steffensen迭代法, 统一强度理论, 拉伸截断, ANSYS二次开发

Abstract: Currently, locally non-differential piecewise functions, the explicit forward Euler method (EFEM), and the Newton-Raphson iteration method (NRIM) are commonly adopted plastic yield criterions for implicit finite element solution. However, the EFEM will cause stress deviation from the yield surface and lead to non-convergent result, and the NRIM needs to frequently calculate derivative of yield criterion. They are both inconvenient for non-differential functions. A method combining the semi-implicit backward Euler method and the Steffensen iterative method is proposed for these piecewise yield criterions to update stress and consistent tangent modulus. The combination method is applied to write code in ANSYS’s UserMat module for an elastic-perfect plastic constitutive model, based on a composite unified strength criterion with unified strength theory and tension cut-off. Then the custom constitutive model is applied to simulate excavation process of a deep circular tunnel, and the numerical simulation results fit well with the theoretical solutions, which verifies the correctness and practicability of the model and the combination method. The combination method can prevent stress deviation from the yield surface and does not need to solve partial derivatives of the plastic flow function. It is simple and easy for popularization and application.

Key words: semi-implicit backward Euler method, Steffensen iteration method, unified strength theory, tension cut-off, ANSYS secondary development