粘塑性
蠕动
粘弹性
机械
非线性系统
材料科学
变形(气象学)
本构方程
岩土工程
结构工程
地质学
物理
有限元法
工程类
复合材料
量子力学
作者
Jun Wu,Wei Wang,Yajun Cao,Shifan Liu,Qiang Zhang,Weijiang Chu
标识
DOI:10.1016/j.compgeo.2023.105726
摘要
In this study, a novel nonlinear fractional viscoelastic–viscoplastic damage creep model is developed for rock-like geomaterials in an attempt to describe the 3-stage creep behaviour. The proposed model consists of viscoelastic and viscoplastic parts. The former considers the viscoelastic response at different time scales, and incorporates the improved Kelvin and Maxwell components modified by the Abel dashpot. The two Abel dashpots represent the effects of the time dependence on the decaying and steady creep stages. The latter part is described by using a plastic slider parallel to a damaged Abel dashpot, and characterises the viscoplastic response adjusted by the overstress and non-orthogonal viscoplastic flow theory in the accelerated creep stage. The proposed model was written in finite difference form and transcribed into object-oriented C++ for implementation in FLAC3D. By calibrating the available experimental data, the numerical simulation with the proposed model shows a successful description of the full 3-stage behaviour. In addition, the proposed model adequately predicts the delayed deformation caused by the accelerated creep in the tunnel simulation, which provides a valid reference for the subsequent support.
科研通智能强力驱动
Strongly Powered by AbleSci AI