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

被引:0
|
作者
Zhang H. [1 ]
机构
[1] College of Civil Engineering, Tongji University, Shanghai
关键词
Adaptive penalty update scheme; Augmented Lagrangian method; Contact constraint; Discontinuous deformation analysis; Open-close iteration;
D O I
10.11779/CJGE201902015
中图分类号
学科分类号
摘要
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. © 2019, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.
引用
收藏
页码:361 / 367
页数:6
相关论文
共 13 条
  • [1] Shi G.H., Discontinuous deformation analysis: a new numerical model for the statics and dynamics of block systems, (1988)
  • [2] Shi G.H., Three dimensional discontinuous deformation analysis, Proc of the Fourth International Conference on Discontinuous Deformation Analysis (ICADD-4), pp. 1-21, (2001)
  • [3] Zhang H., Liu S.G., Zheng L., Et al., Extensions of edge-to-edge contact model in three-dimensional discontinuous deformation analysis for friction analysis, Computers and Geotechnics, 71, pp. 261-275, (2016)
  • [4] Zhang H., Liu S.G., Chen G.Q., Et al., Extension of three-dimensional discontinuous deformation analysis to frictional-cohesive materials, International Journal of Rock Mechanics and Mining Sciences, 86, pp. 65-79, (2016)
  • [5] Yagoda-Biran G., Hatzor Y.H., Benchmarking the numerical discontinuous deformation analysis method, Computers and Geotechnics, 71, pp. 30-46, (2016)
  • [6] Bakun-Mazor D., Hatzor Y.H., Glaser S.D., Dynamic sliding of tetrahedral wedge: The role of interface friction, International Journal For Numerical And Analytical Methods In Geomechanics, 36, pp. 327-343, (2012)
  • [7] Zhang B.-Y., Chen H.-Q., A new ldda iterative algorithm for dynamic contact forces, Engineering Mechanics, 24, 6, pp. 1-6, (2006)
  • [8] Anandavel K., Prakash R.V., Effect of three-dimensional loading on macroscopic fretting aspects of an aero-engine blade-disc dovetail interface, Tribology International, 44, pp. 1544-1555, (2011)
  • [9] Hu Z.X., Wang Z.M., Zhang S., Et al., A combined reordering procedure for preconditioned GMRES applied to solving equations using Lagrange multiplier method, Engineering Computations, 31, 7, pp. 1283-1304, (2014)
  • [10] Li X.-K., Zheng H., Discontinuous deformation analysis based on linear complementarity theory, Rock and Soil Mechanics, 35, 6, pp. 1787-1794, (2014)