Accurate and fast three-dimensional free vibration analysis of large complex structures using the finite element method. (September 2019)

• Record Type: Journal Article
• Authors: Yin, Junhui; Xu, Li; Wang, Hao; Xie, Peng; Huang, Shucheng; Liu, Hangxin; Yang, Zhonghai; Li, Bin
• Is Part Of: Computers & structures. Volume 221(2019)
• Page Start: 142
• Page End: 156
• Publication Date: 2019-09
• Subjects: Free vibration analysis -- Finite element method -- Lanczos iteration method -- Multilevel preconditioner -- Multifrontal method -- Large-scale problems; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2019.06.002
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: A novel accurate and fast three-dimensional free vibration analysis method is developed. An improved Lanczos method is used for large generalized eigenvalue problem solution. A three-level preconditioner is used for large-scale ill-conditioned sparse linear system. The proposed method has higher-efficiency performance than basic method and ANSYS. The slope of CPU time increasing curve is smaller while seeking more eigenpairs. Abstract: Free vibration analysis of large complex structures with improved Lanczos iteration method is investigated through the finite element method. An important step in the traditional Lanczos iteration method for large generalized eigenvalue problems arising from free vibration analysis is that large-scale sparse linear system must be repeatedly solved within each step of the Lanczos iteration, which generally accounts for 70% to 90% of the calculation time of the eigenvalue problems. In the improved Lanczos iteration method given here, three-level preconditioner is proposed and utilized to improve the computational performance of Lanczos iteration. In this way, the multifrontal block incomplete Cholesky (MFBIC) preconditioner and p -type multigrid preconditioner based on higher-order hierarchical basis functions are proposed and utilized to improve the computational performance and decrease the memory requirements. To further reduce the memory consumption, the block Jacobi preconditioner is introduced in the Lanczos iteration, and a new three-level preconditioner that combines MFBIC, p -type multigrid and block Jacobi is proposed. The accuracy and performance of the improved method has been compared with exact solution, basic method and ANSYS. It is shown that this free vibration analysis method can be extremely useful to design structure dynamic characteristics of large complex structures.