首页> 外文学位 >Stochastic modeling of structural behavior: Stability, effective properties and dynamic response.
【24h】

Stochastic modeling of structural behavior: Stability, effective properties and dynamic response.

机译:结构行为的随机建模:稳定性,有效特性和动态响应。

获取原文
获取原文并翻译 | 示例

摘要

This manuscript contains three main parts which address three different problems in the field of stochastic computational mechanics. Stochastic Galerkin projection, except in the third part where only the primary and necessary ingredient of this approach i.e. the representation of uncertainties in input parameters using (space/time dependent) Hermite Chaos expansions is employed, plays the central role in the propagation of uncertainties in inputs to the response of systems under consideration, In the first part that deals with geometrically non-linear behavior of structural systems with random material property, an asymptotic spectral stochastic paradigm is presented for computing the statistics of equilibrium path in the post-bifurcation regime. The approach combines numerical implementation of Koiter's asymptotic theory with Stochastic Galerkin projection and collocation in stochastic space to quantify uncertainties in the parametric representation of load-displacement relationship in the form of uncertain post-buckling slope and curvature, and a family of stochastic displacements fields. The second part concerns obtaining a probabilistic description for the effective elastic properties of multi-phase periodic composites. A spectral stochastic computational scheme is proposed that links the global elastic properties of the composite to the geometry and randomness in its constituents. The scheme benefits from a combination of homogenization theory built into a Finite Element framework and the Stochastic Galerkin projection where a probabilistic characterization of the solutions to a set of local problems defined on the period cell is first sought. A full stochastic description of the global properties is then obtained by averaging the strains that are associated to these solutions over the unit cell. The last part of this manuscript addresses response of linear dynamic systems to random excitations. In this part a stochastic version of direct integration schemes is constructed based on a general recursive state space formulation. The technique is applicable to evaluating the second order response statistics of systems subjected to non-Gaussian non-stationary random excitations (provided the mean and (cross) covariance functions for the excitation processes are available), and is potentially able to handle non-proportional damping where traditionally used methods such as those based on ordinary modal decomposition fail.
机译:该手稿包含三个主要部分,分别解决了随机计算力学领域中的三个不同问题。随机Galerkin投影,除了在第三部分中仅使用此方法的主要和必要成分外,即使用(随时间/时间而定)Hermite混沌展开表示输入参数中的不确定性,在不确定性的传播中起着核心作用。在考虑具有随机材料特性的结构系统的几何非线性行为的第一部分中,提出了一种渐进谱随机范式,用于计算分叉后状态下的平衡路径统计量。该方法将Koiter渐近理论的数值实现与随机空间中的随机Galerkin投影和搭配相结合,以不确定的屈曲后坡度和曲率以及一系列随机位移场的形式来量化载荷-位移关系的参数表示形式中的不确定性。第二部分涉及获得多相周期复合材料有效弹性性能的概率描述。提出了一种频谱随机计算方案,该方案将复合材料的整体弹性特性与其组成中的几何形状和随机性联系起来。该方案得益于有限元框架中内置的均化理论和随机Galerkin投影的结合,其中首先寻求对周期单元上定义的一组局部问题的解的概率表征。然后,通过对与晶胞上与这些溶液相关的应变求平均,可以获得全局性质的完整随机描述。本手稿的最后一部分介绍了线性动力系统对随机激励的响应。在这一部分中,基于一般的递归状态空间公式构造了直接积分方案的随机版本。该技术适用于评估经受非高斯非平稳随机激励的系统的二阶响应统计量(前提是可以使用激励过程的均值和(互)协方差函数),并且有可能处理非比例传统方法(例如基于普通模态分解的方法)失败的情况下的阻尼。

著录项

  • 作者

    Tootkaboni, Mazdak P.;

  • 作者单位

    The Johns Hopkins University.;

  • 授予单位 The Johns Hopkins University.;
  • 学科 Engineering Civil.;Engineering Mechanical.;Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 190 p.
  • 总页数 190
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;工程材料学;机械、仪表工业;
  • 关键词

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