首页> 外文期刊>Computer Methods in Applied Mechanics and Engineering >Multiple bifurcation paths visualized by a computational asymptotic stability theory
【24h】

Multiple bifurcation paths visualized by a computational asymptotic stability theory

机译:通过计算渐近稳定性理论可视化多个分岔路径

获取原文
获取原文并翻译 | 示例
           

摘要

Multiple bifurcation (MB) is a compound stability problem of nonlinear structures, in which the singular system stiffness matrix at the stability point coincidentally undergoes two or more zero eigenvalues. The corresponding critical eigenvectors are generally coupled in the actual buckling modes, as frequently observed in symmetric structures.This paper presents a practical diagnosis to visualize all secondary paths branching from the compound stability point when the stiffness matrix is deficient in rank by two. To find post-critical equilibria around an MB point (MBP), asymptotic expansions are assumed to consist of two homogeneous and one particular solution of the singular stiffness equations. Furthermore, hyper-dual numbers are introduced to numerically evaluate the derivatives of the system stiffness with respect to the nodal degrees-of-freedom. The resulting bifurcation equations are a set of three simultaneous cubic polynomial equations with unknown perturbation parameters that can be solved by a popular graphical software. The number and location of existing equilibria above and beneath the MBP at the load level can exactly indicate each type of branching path, such as asymmetric, unstable, or stable symmetric bifurcation paths.Two numerical examples demonstrate that the proposed asymptotic theory can reliably diagnose MB. The first one is the Augusti model, i.e., a simple rigid column supported by elastic springs that shows that the numerical prediction by the proposed method is consistent with Augusti's analytical results. The second example was computed using the plate and shell finite element (FE) program to verify that the asymptotically expanded and visually solved bifurcation equations work well and can be implemented in existing FE codes for stability analysis, including imperfection-sensitivity and optimization. (C) 2021 Elsevier B.V. All rights reserved.
机译:多分叉(MB)是非线性结构的复合稳定性问题,其中稳定点处的奇异系统刚度基质巧合地经历了两个或更多个零特征值。相应的临界特征向量通常以实际屈曲模式耦合,如在对称结构中经常观察到的。本文提出了在刚度基质缺乏两者的刚度矩阵时从复合稳定点分支的所有次级路径的实际诊断。为了在MB点(MBP)周围找到关键后均衡,假设渐近扩展包括两个均匀和一个特定的奇异刚度方程的解决方案。此外,引入超双数以在数值上评价系统刚度的衍生物关于节点自由度。得到的分叉方程是一组三个同时立方多项式方程,具有可以通过流行的图形软件解决的未知扰动参数。在负载级别的MBP上方和下方的现有均衡的数量和位置可以精确地指示每种类型的分支路径,例如不对称,不稳定或稳定的对称分叉路径。有关数值的数字示例表明所提出的渐近理论可以可靠地诊断MB 。第一个是Augusti模型,即由弹性弹簧支撑的简单刚性柱,表明所提出的方法的数值预测与Augusti的分析结果一致。使用板和外壳有限元(FE)程序计算第二示例,以验证渐近膨胀和视觉上溶解的分叉方程的工作良好,并且可以在现有的FE代码中实现,用于稳定性分析,包括缺陷敏感性和优化。 (c)2021 elestvier b.v.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号