New development of solution of equations of motion with adaptive time-step size-linear fem based on eep superconvergence technique

被引:0
|
作者
Yuan S. [1 ]
Yuan Q. [2 ]
Yan W.-M. [2 ]
Li Y. [2 ]
Xing Q.-Y. [1 ]
机构
[1] Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing
[2] Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing
来源
Yuan, Si (yuans@tsinghua.edu.cn) | 2018年 / Tsinghua University卷 / 35期
关键词
Adaptive time-step length; EEP super-convergence; Equations of motion; Galerkin FEM; Recovery of nodal displacement accuracy;
D O I
10.6052/j.issn.1000-4750.2017.05.ST01
中图分类号
学科分类号
摘要
This paper uses the simplest linear finite elements of the Galerkin type and gives a compact and efficient recurrence solution formula for equations of motion. Further, based on the EEP (Element Energy Projection) super-convergence technique, two critical techniques, i.e. adaptive time-step size and recovery of nodal displacement accuracy, have been developed, enabling a linear finite element solution with errors uniformly distributed and satisfying the pre-specified error tolerance at any moment in the whole time domain. Numerical examples of both single and multiple degreed systems are given to verify the validity of the proposed method. © 2018, Engineering Mechanics Press. All right reserved.
引用
收藏
页码:13 / 20
页数:7
相关论文
共 11 条
  • [1] Clough R.W., Dynamics of Structures, (1995)
  • [2] Liu J., Du X., Structural Dynamics, (2005)
  • [3] Strang G., Fix G.J., An Analysis of the Finite Element Method, (1973)
  • [4] Yuan S., Wang M., An element-energy-projection method for post-computation of super-convergent solutions in one-dimensional FEM, Engineering Mechanics, 21, 2, pp. 1-9, (2004)
  • [5] Yuan S., Lin Y., An EEP method for post-computation of super-convergent solutions in one-dimensional Galerkin FEM for second order non-self-adjoint boundary-value problem, Chinese Journal of Computational Mechanics, 24, 2, pp. 142-147, (2007)
  • [6] Wang M., Yuan S., Computation of super-convergent nodal stresses of Timoshenko beam elements by EEP method, Applied Mathematics and Mechanics (English Version), 25, 11, pp. 1228-1240, (2004)
  • [7] Yuan S., He X., A self-adaptive strategy for one-dimensional FEM based on EEP method, Applied Mathematics and Mechanics (English Version), 27, 11, pp. 1461-1474, (2006)
  • [8] Yuan S., Xing Q., Wang X., Et al., Self-adaptive strategy for one-dimensional finite element method based on EEP method with optimal super-convergence order, Applied Mathematics and Mechanics (English Version), 29, 5, pp. 591-602, (2008)
  • [9] Yuan S., Xu J., Ye K., Et al., New progress in self-adaptive analysis of 2D problems: from FEMOL to FEM, Engineering Mechanics, 28, pp. 1-10, (2011)
  • [10] Xing Q., Adaptive analysis of 1D Galerkin FEM based on EEP super-convergent method, (2008)