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Experiments and FE-analysis of 2-D root-soil contact problems based on node-to-segment approach

机译:基于节点对分段方法的二维根土接触问题的实验与Fe分析

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Accurate predictions of the mechanical response of root-soil systems are required for assessing and reducing the risk of landslides, surface erosions, and lodging. The present paper proposes the use of the node-to-segment (NTS) approach with the finite element method for predicting contact phenomena between roots and soils, such as collision, sliding, and separation. To obtain reliable predictions for the deformation of such geometrically complex problems, a stabilizing algorithm within the NTS approach is proposed and implemented here. The proposed algorithm prevents the well-known non-uniqueness problem of the pairing algorithm in the NTS approach, which has been an obstacle to applying the approach to root-soil systems. The current method is employed for two numerical examples. The first is an example of validation, in which pullout experiments are re-analyzed to examine the applicability of the method to a geometrically simple root-soil contact problem. It is shown that the current method provides a reasonable prediction of the pullout response, and that both the friction and the cohesion can also be accurately estimated with it. The second is an example of a realistic problem, in which a 2-D lodging experiment, analogous to pile-loading problems, is conducted and simulated to demonstrate the accuracy and applicability of the NTS approach in plant-scale problems with complex root geometries. The relationship between the displacement and the reaction force of the simulation is consistent with that of the experiment, and it enables the visualization of the stress contour and deformation of the rhizosphere. (C) 2019 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:准确预测根土系统的机械响应需要评估和降低山体滑坡,表面侵蚀和住宿的风险。本文提出了利用节点到段(NTS)方法利用有限元方法来预测根和土壤之间的接触现象,例如碰撞,滑动和分离。为了获得对这种几何复杂问题的变形的可靠预测,在此提出并实施NTS方法内的稳定算法。所提出的算法阻止了NTS方法中的配对算法的众所周知的非唯一性问题,这是将方法应用于根土系统的障碍。目前方法用于两个数值例子。首先是验证的一个例子,其中重新分析了拉出实验,以检查该方法对几何简单根土接触问题的适用性。结果表明,电流方法提供了对拉出响应的合理预测,并且也可以用它准确地估计摩擦和粘合。第二个是现实问题的一个例子,其中进行了二维加入实验,类似于桩加载问题,并模拟以证明NTS方法在具有复杂根几何形状的植物规模问题中的准确性和适用性。仿真的位移与反作用力之间的关系与实验的关系一致,并且它能够可视化根际的应力轮廓和变形。 (c)2019年Elsevier B.V的生产和托管代表日本岩土工会。

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  • 来源
    《Soils and foundations 》 |2019年第6期| 1860-1874| 共15页
  • 作者单位

    Kyoto Univ Grad Sch Agr Sakyo Ku Kitashirakawa Oiwake Cho Kyoto Japan;

    Kyoto Univ Grad Sch Agr Sakyo Ku Kitashirakawa Oiwake Cho Kyoto Japan;

    Kyoto Univ Grad Sch Agr Sakyo Ku Kitashirakawa Oiwake Cho Kyoto Japan;

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