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Implementation of a direct procedure for critical point computations using preconditioned iterative solvers

机译:使用预处理的迭代求解器实现用于临界点计算的直接过程

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摘要

Computation of critical points on an equilibrium path requires the solution of a non-linear eigenvalue problem. These critical points could be either bifurcation or limit points. When the external load is parametrized by a single parameter, the non-linear stability eigenvalue problem consists of solving the equilibrium equations along the criticality condition. Several techniques exist for solution of such a system. Their algorithmic treatment is usually focused for direct linear solvers and thus use the block elimination strategy. In this paper special emphasis is given for a strategy which can be used also with iterative linear solvers. Comparison to the block elimination strategy with direct linear solvers is given. Due to the non-uniqueness of the critical eigenmode a normalizing condition is required. In addition, for bifurcation points, thejacobian matrix of the augmented system is singular at the critical point and additional stabilization is required in order to maintain the quadratic convergence of the Newton's method. Depending on the normalizing condition, convergence to a critical point with negative load parameter value can happen. The form of the normalizing equation is critically discussed. Due to the slenderness of the buckling sensitive structures the resulting matrices are ill-conditioned and a good preconditioner is mandatory for efficient solution.
机译:计算平衡路径上的临界点需要解决非线性特征值问题。这些临界点可以是分叉点或极限点。当外部载荷由单个参数设置参数时,非线性稳定性特征值问题包括根据临界条件求解平衡方程。存在用于解决这种系统的几种技术。他们的算法处理通常专注于直接线性求解器,因此使用块消除策略。在本文中,特别强调了一种策略,该策略也可用于迭代线性求解器。与直接线性求解器的块消除策略进行了比较。由于临界本征模的不唯一性,需要归一化条件。另外,对于分叉点,增强系统的雅可比矩阵在临界点处是奇异的,并且需要额外的稳定性以保持牛顿法的二次收敛性。根据归一化条件,可能会收敛到负负载参数值的临界点。规范化方程的形式被严格讨论。由于屈曲敏感结构的细长性,导致生成的矩阵处于不良状态,因此必须使用良好的预处理器才能有效求解。

著录项

  • 来源
    《Computers & Structures 》 |2012年第10期| p.110-117| 共8页
  • 作者单位

    Tampere University of Technology, Department of Mechanics and Design, P.O. Box 589, FI-33101 Tampere, Finland;

    Institute of Computer Science, Academy of Sciences of the Czech Republic, Pod vodarenskou vez 2, 18207 Prague 8, Czech Republic;

    Tampere University of Technology, Department of Mechanics and Design, P.O. Box 589, FI-33101 Tampere, Finland;

    Aalto University, Department of Civil and Structural Engineering, P.O. Box 12100, FI-00760 Aalto, Finland;

    Tampere University of Technology, Department of Mechanics and Design, P.O. Box 589, FI-33101 Tampere, Finland;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    non-linear eigenvalue problem; equilibrium equations; critical points; preconditioned iterations;

    机译:非线性特征值问题平衡方程关键点;预条件迭代;

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