Nonlinear Viscoelastic‐Plastic Creep Model of Rock Based on Fractional Calculus
Erjian Wei, Bin Hu, Jing Li, Kai Cui, Zhen Zhang, Aneng Cui, Liyao Ma
Abstract
A rock creep constitutive model is the core content of rock rheological mechanics theory and is of great significance for studying the long‐term stability of engineering. Most of the creep models constructed in previous studies have complex types and many parameters. Based on fractional calculus theory, this paper explores the creep curve characteristics of the creep elements with the fractional order change, constructs a nonlinear viscoelastic‐plastic creep model of rock based on fractional calculus, and deduces the creep constitutive equation. By using a user‐defined function fitting tool of the Origin software and the Levenberg–Marquardt optimization algorithm, the creep test data are fitted and compared. The fitting curve is in good agreement with the experimental data, which shows the rationality and applicability of the proposed nonlinear viscoelastic‐plastic creep model. Through sensitivity analysis of the fractional order β 2 and viscoelastic coefficient ξ 2 , the influence of these creep parameters on rock creep is clarified. The research results show that the nonlinear viscoelastic‐plastic creep model of rock based on fractional calculus constructed in this paper can well describe the creep characteristics of rock, and this model has certain theoretical significance and engineering application value for long‐term engineering stability research.