Selecting the load at the intermediate time point of the ρ∞-Bathe time integration scheme. (1st October 2021)

• Record Type: Journal Article
• Authors: Kwon, Sun-Beom; Bathe, Klaus-Jürgen; Noh, Gunwoo
• Is Part Of: Computers & structures. Volume 254(2021)
• Publication Date: 2021-10-01
• Subjects: Direct time integrations -- External loads -- Implicit schemes -- Bathe methods -- Structural dynamics -- Wave propagation; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2021.106559
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: We consider different use of the externally applied load in the ρ∞ -Bathe time integration scheme. The optimal load at the sub-step is identified to minimize the global truncation errors of forced responses. Some example solutions of structural dynamics and wave propagations are presented to illustrate the theoretical findings. Abstract: The objective of this paper is to identify the optimal load selection at the intermediate time point of the ρ∞ -Bathe time integration method. We study the truncation errors of the scheme in homogeneous and forced responses for various parameters. The optimal load at the sub-step is determined by minimizing the global truncation errors of forced responses. A numerical impulse analysis shows that the optimal load at the sub-step thus established actually corresponds to numerical impulses at the three- and four-point Newton-Cotes formulas for the second- and third-order accuracy cases, respectively. We illustrate the findings of our theoretical study in example solutions of two-dimensional structural dynamics and wave propagation problems. With the optimally selected load at the sub-step, more accurate solutions can be obtained in some analyses.