基尔霍夫矩形随机板在时间分数粘弹性支上的自身振动通过随机有限元素方法
Marcin Kamiński1, Michał Guminiak2, Agnieszka Lenartowicz3
1Department of Structural Mechanics, Faculty of Civil Engineering, Architecture & Environmental Engineering, Łódź University of Technology, Al. Politechniki 6, 90-924 Łódź, Poland.
Materials (Basel, Switzerland)
|December 23, 2023
概括
这项研究分析了使用随机有限元素方法 (SFEM) 在分数粘弹性支上的薄板振动. 它量化了基础动态的概率结构反应和安全措施.
科学领域:
- 计算力学 计算力学 计算力学
- 结构动力学 结构动力学
- 粘性弹性 粘性弹性
背景情况:
- 了解由粘弹性材料支的结构的动态行为对于工程应用至关重要.
- 与传统模型相比,时间分数导数可以更准确地表示粘弹性材料的行为.
研究的目的:
- 为了研究由时间分数粘弹性基础支的薄Kirchhoff-Love板的自然振动.
- 应用随机有限元法 (SFEM) 来分析不确定性下的概率结构反应.
- 为了估计基础板动态的概率相对和安全措施.
主要方法:
- 有限元法 (FEM) 作为解决结构性自振动的决定性核心.
- 用子空间代和延续方法来解决非线性自问题.
- 概率分析利用蒙特卡洛模拟,半分析方法和通用随机扰动方法.
主要成果:
- 对概率结构反应的数值调查,包括考虑输入不确定性的二阶特征.
- 估计概率的相对和安全措施.
- 该研究量化了分数级粘弹性支对板块振动特性的影响.
结论:
- SFEM提供了一个强大的框架来分析粘弹性基础上的板块的动态,其行为是分数的.
- 这些发现适用于与粘弹性土壤相互作用的基板的设计和分析.
- 这项研究有助于更深入地了解结构动态问题的不确定性量化.
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