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一种增广拉格朗日优化方案及其非连续变形分析实现

张洪

张洪. 一种增广拉格朗日优化方案及其非连续变形分析实现[J]. 岩土工程学报, 2019, 41(2): 361-367. DOI: 10.11779/CJGE201902015
引用本文: 张洪. 一种增广拉格朗日优化方案及其非连续变形分析实现[J]. 岩土工程学报, 2019, 41(2): 361-367. DOI: 10.11779/CJGE201902015
ZHANG Hong. An optimized augmented Lagrangian method and its implementation in discontinuous deformation analysis (DDA)[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 361-367. DOI: 10.11779/CJGE201902015
Citation: ZHANG Hong. An optimized augmented Lagrangian method and its implementation in discontinuous deformation analysis (DDA)[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 361-367. DOI: 10.11779/CJGE201902015

一种增广拉格朗日优化方案及其非连续变形分析实现  English Version

基金项目: 国家自然科学基金项目(51708420); 上海市浦江人才计划项目(17PJ1409100); 上海市自然科学基金项目(17ZR1432300); 中央高校基本科研业务费专项资金项目(2016KJ024); 上海市高峰高原学科建设计划(I类)项目(土木工程学科)
详细信息
    作者简介:

    张 洪(1986-),男,博士,副研究员,主要从事岩石力学数值计算方面的研究工作。E-mail:hongzhang@tongji.edu.cn。

An optimized augmented Lagrangian method and its implementation in discontinuous deformation analysis (DDA)

  • 摘要: 接触力计算精度是关乎非连续变形分析结果有效性的关键因素之一。经典非连续变形分析法(DDA)采用罚法施加块体间的接触约束,实现简单,但合理的罚值选取困难。因此,提出了一种增广拉格朗日优化算法,改进DDA中接触约束的处理。通过结合开闭迭代算法和自适应罚值更新方案等,提出并实现了多面体DDA增广拉格朗日算法及其优化方案。最后,设计了2个经典数值算例,计算结果表明:改进后的三维DDA提高了计算精度且保证了计算效率,可用于复杂多面体块体系统的非连续力学行为分析,如大型节理岩体工程稳定性分析。
    Abstract: One of the key factors regarding the validity of the results of discontinuous deformation analysis (DDA) is the computational accuracy of the contact force. The classic DDA employs a penalty function to enforce the contact constraints between blocks, which is easy to implement but challenging to choose the penalty value in the actual computation. To overcome the limitation, a three-dimensional (3-D) DDA based on an optimized augmented Lagrangian method (ALM), abbreviated as DDA-3a, is established to modify the treatment of the contact constraints. This study provides necessary knowledge to fully implement and further optimize the ALM in the 3-D DDA by integrating it with the open-close iteration, and an adaptive penalty update scheme. Numerical examples are designed to exhibit the capability of DDA-3a in the computational accuracy, efficiency, and robustness. This study reveals that the DDA-3a can be used to analyze the discontinuous mechanical behavior of polyhedral block systems, such as the stability analysis of jointed rock-masses.
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出版历程
  • 收稿日期:  2017-11-29
  • 发布日期:  2019-02-24

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