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Lumped-parameter modelling of elastically coupled bodies: Derivation of constitutive equations and determination of stiffness matrices

机译:弹性耦合体的集总参数建模:本构方程的推导和刚度矩阵的确定

摘要

Modelling of elastically coupled rigid bodies is an important research topic in multibody dynamics. We consider the problem of modelling what can be called flexural joints, where two essentially rigid bodies are coupled by a substantially more elastic body. For modelling general elastic couplings one would like to have generically applicable, lumped parameter, intuitive, Euclidean geometric, accurate models with desirable physical symmetries. The model constitutive equations should be easily and quickly computable. For purely elastic coupling the constitutive equations should be truly energy conservative: the configuration-wrench equations should be derivable from a potential function. Linear and angular momentum should be conserved. Quaternion-based and twist-based modelling methods are presented. The constitutive equations to calculate the configuration-wrench behavior are derived via geometric potential energy functions. Wrenches are computable given the configurations of the rigid bodies and all the stiffness matrices of the compliant element. For an arbitrary pair of elastically coupled rigid bodies there exist coincident, unique points on the bodies known as centers of stiffness at which translation and rotation are minimally coupled. At the center of stiffness there exist three sets of orthonormal principal axes and corresponding principal stiffnesses. These parameters are useful in both analysis and numerical simulation. A finite-element-based method for computing canonical stiffness parameters of elastically coupled rigid bodies is presented. The method is applied to notch hinges and Remote Center of Compliance (RCC) hinges. Standard procedures are presented on how to determine canonical stiffness parameters at the center of stiffness of a spatial compliance. Series of canonical stiffness parameters can be generated automatically using the methods provided. Key program listings are provided which can be used to duplicate the results presented.
机译:弹性耦合刚体的建模是多体动力学中的重要研究课题。我们考虑对所谓的挠性接头进行建模的问题,在挠性接头中,两个基本刚性的实体通过一个实质上更具弹性的实体耦合。为了建模通用弹性联轴器,人们希望具有普遍适用的,集总参数,直观,欧几里得几何,精确的模型以及所需的物理对称性。模型的本构方程应易于计算。对于纯弹性耦合,本构方程应真正做到能量守恒:构型方程应从势函数推导。线性和角动量应守恒。提出了基于四元数和基于扭曲的建模方法。通过几何势能函数推导了计算构型行为的本构方程。给定刚体的构型以及柔性元件的所有刚度矩阵,扳手是可计算的。对于任意一对弹性耦合的刚体,在刚体上存在重合的唯一点,即刚度中心,在该点上平移和旋转的耦合最小。在刚度中心处,存在三组正交法线主轴和相应的主要刚度。这些参数可用于分析和数值模拟。提出了一种基于有限元的弹性耦合刚体规范刚度参数计算方法。该方法适用于缺口铰链和远程合规中心(RCC)铰链。介绍了有关如何确定空间柔度刚度中心的规范刚度参数的标准程序。可以使用提供的方法自动生成一系列规范的刚度参数。提供了关键程序清单,可用于复制给出的结果。

著录项

  • 作者

    Zhang Shilong;

  • 作者单位
  • 年度 1999
  • 总页数
  • 原文格式 PDF
  • 正文语种 en_US
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