基于 ABAQUS的地层-结构法模型的地应力平衡方法研究

Initial Geo-Stress Balance Method for the Finite-Element Model Using the Stratum-Structure Method

  • 摘要: 地应力平衡过程是岩土工程数值分析中的第一步,其计算结果的准确性是数值分析结果可靠性的决定性因素之一。文章基于有限元软件 ABAQUS,分析了自动地应力平衡法、关键字法、ODB文件导入法及初始地应力提取法4种常用的地应力平衡方法在不同复杂程度模型中的平衡效果。结果表明:4种平衡方法均能满足简单模型分析的地应力平衡要求,且自动地应力平衡方法得到的结果优于其它方法。而对于包含tie约束和摩擦接触等复杂边界条件的地层-结构法模型,这 4种方法均不能有效完成地应力平衡过程。文章在对运算结果进行分析后,提出了一种适用于复杂边界条件模型的地应力平衡方法,并通过算例验证了该方法的有效性。研究成果可为岩土有限元分析以及相关研究提供参考。

     

    Abstract: The initial geo-stress balance process is the first and also the most important process of a finite-element analysis of geotechnical engineering, and the accuracy of the calculation is one of the decisive factors in terms of reliability of the numerical analysis. Based on the FEM software ABAQUS, effects of four fundamental balance methods (auto-balance method, keywords method, ODB file method and initial stress extraction method) were analyzed in three models with different degrees of complicities. The results show that all four balance methods meet the requirements of geo-stress balance analysis for a simple model, and the auto-balance method obtains the best results compared with the other methods. However, for the stratum-structure model containing complex boundary conditions of tie constraint or friction contact, none of the four methods can effectively finish the geo-stress balance process. A geostress balance method suitable for the model with complex boundary conditions was proposed by analyzing the calculation results, and the effectiveness of this new method was verified by means of calculation cases. The research results provide valuable information for FEM analysis and related research.

     

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