A critical review/look at “Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: Accuracy analysis based on an analytical framework”

IF 6.9 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Computer Methods in Applied Mechanics and Engineering Pub Date : 2024-08-09 DOI:10.1016/j.cma.2024.117272
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Abstract

A critical look and review of the so-called generalized single-step time integration method by Zhang (CMAME, 418(2024), 116503) is proved and demonstrated to be not new, but identical to and within the existing GS4-II computational framework. The following are addressed: (1) Firstly, it is claimed that 16 parameters were introduced (somewhat misleading as evident in what follows) to obtain a more generalized single-step mathematical formulation. We show that 4 conditions are made redundant with minimum consistency requirements, and thus, the framework is not new and is identical to the original version of the GS4-II computational framework with 12 parameters. (2) Then, the overshooting behavior is revisited, and the analysis, missteps, and information are clarified and corrected in this paper, which is significant. (3) Next, the time shift phenomenon is also revisited to show the recovery of the order of time accuracy in the acceleration, which is misunderstood in much of the existing literature. (4) Lastly, each design in the so-called newly proposed schemes already exists and is found in the GS4-II computational framework. In particular, via GS4-II we additionally prove and demonstrate that the so-called “Optimal Equivalent Single-step with Single parameter (OESS)” scheme by Zhang (CMAME, 418(2024), 116503) is nothing but identical to the existing Three-Parameters Optimal/Generalized-α method within the GS4-II framework for physically undamped problems. Furthermore, it is noteworthy to point out that also within the GS4-II framework, for physically damped problems, U0/U0, TPO/G-α, and OESS all share the same undesired overshooting deficiency in comparison to V0/V0. Numerical examples validate the issues identified about the accuracy and overshooting analysis.

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对 "与结构动力学二阶型线性多步法等效的最优隐式单步时间积分法 "的重要评论/展望:基于分析框架的精度分析"
对张(,418(2024),116503)的所谓广义单步时间积分法进行了批判性的审视和回顾,证明其并非新方法,而是与现有的 GS4-II 计算框架相同,并在其范围内。本文主要论述了以下几点:(1)首先,本文声称引入了 16 个参数(如下文所示,这有点误导)以获得更广义的单步数学公式。我们证明,在最低一致性要求下,有 4 个条件是多余的,因此,该框架并不是新的,它与包含 12 个参数的 GS4-II 计算框架的原始版本完全相同。(2) 然后,重新审视了超调行为,本文澄清并修正了分析、误步和信息,意义重大。(3) 接下来,还重新探讨了时间偏移现象,说明了加速度中时间精度阶次的恢复,而这在现有的许多文献中是被误解的。(4) 最后,所谓新提出的方案中的每个设计都已经存在,并可在 GS4-II 计算框架中找到。特别是,通过 GS4-II,我们额外证明并演示了张建国(,418(2024),116503)所谓的 "单参数最优等效单步(OESS)"方案与现有的三参数最优/广义-方法在 GS4-II 框架内对于物理无阻尼问题是完全相同的。此外,值得注意的是,同样在 GS4-II 框架内,对于物理阻尼问题,与 V0/V0 相比,U0/U0、TPO/G- 和 OESS 都存在同样的不期望过冲缺陷。数值示例验证了有关精度和过冲分析的问题。
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来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
期刊介绍: Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.
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