欢迎光临《计算力学学报》官方网站!
 
不依赖静力基本解的瞬态弹性动力边界元法
Boundary Element Method for Transient Elastodynamics Without Relying on the Static Fundamental Solution
投稿时间:2021-03-22  修订日期:2021-05-16
DOI:
中文关键词:  边界元法  时域边界元法  弹性动力学  奇异积分  边界积分方程
英文关键词:boundary element method  time-domain boundary element method  elastodynamics  singular integrals  boundary integral equation.
基金项目:
作者单位邮编
钟玉东 郑州轻工业大学 450000
侯俊剑* 郑州轻工业大学 450000
谢贵重 郑州轻工业大学 
何文斌 郑州轻工业大学 
王良文 郑州轻工业大学 
摘要点击次数: 437
全文下载次数: 0
中文摘要:
      利用边界元法求解瞬态弹性动力学问题时,时域基本解函数的分段连续性和奇异性,为该问题的求解带来很大的困难。为了解决时域基本解中的奇异性问题,本文依据柯西主值和哈达玛有限部分积分的定义,对经过时间解析积分之后的时域基本解进行奇异值分解,将其分成奇异和正则积分两部分;其中正则部分可通过采用常规高斯积分方法来计算,而奇异部分具有简单的形式,可以利用解析积分计算。经过上述操作之后,就可以达到直接消除时域基本解中奇异积分的目的。和传统方法相比,本文方法并不依赖静力学基本解来消除奇异性, 是一种直接求解方法。最后给定两个数值算例来验证文章提出方法的正确性和可行性,结果表明使用本文算法可以解决弹性动力学边界积分方程中的奇异性问题。
英文摘要:
      When the boundary element method is used to analyze transient elastodynamics problem, the piecewise continuity and the singularity of the time-domain fundamental solution function which can bring an enormous difficulty for its solution. To solve the singularity of the fundamental solution, The definition of Cauchy principal value and Hadamard finite partial integral are employed to decompose the time-domain fundamental solution into singular part and regular part in this paper. In which, the regular part can be calculated by using the conventional Gaussian integral method, and the singular part which has a simple form can be calculated by analytical integrations. After the above operation, the singular integral in the time-domain fundamental solution can be eliminated directly. Compared with the traditional method, the proposed method is a direct method for solving singular integrals, and does not rely on the static fundamental solution to eliminate the singularity. Finally, two numerical examples are given to verify the accuracy and feasibility of the proposed method. The numerical results show that the proposed method can be used to eliminate the singularity in the boundary integral equation of elastodynamics.
  查看/发表评论  下载PDF阅读器
您是第13573690位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计