Vibration modeling of variable thickness cylindrical shallow shells using extended Kantorovich method

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Mohammad Rafiefar , Hamid Moeenfard
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引用次数: 0

Abstract

The current study aims to analytically model the vibration of variable thickness thin cylindrical shallow shells. First, Hamilton’s principle is used to derive the governing equations of motion of the system. The extended Kantorovich method (EKM) is then employed to study the corresponding eigenvalue problem. Using a single-term Galerkin approximation, the partial differential equations are converted to two sets of linear ordinary differential equations which are solved iteratively to find the system's natural frequencies and mode shapes. The findings of the study indicate that conducting only two iterations is sufficient to attain highly converged solutions. Studying the effect of element numbers on solution convergence shows that around ten elements provide a reasonable compromise between the solution accuracy and computational cost. The EKM results for thickness variations in either circumferential or axial directions are closely validated with FEA. Moreover, the EKM solutions match well with the results of other studies. In the end, by performing a parametric study, the effect of minimum to maximum thickness ratio on the first four natural frequencies of the shell is identified. The approach presented in this research can be employed as an efficient tool for fast and accurate design optimization of shallow shells.
使用扩展康托洛维奇法建立变厚度圆柱浅壳的振动模型
本研究旨在对变厚度薄圆柱浅壳的振动进行分析建模。首先,利用汉密尔顿原理推导出系统的支配运动方程。然后采用扩展 Kantorovich 方法(EKM)研究相应的特征值问题。利用单项加勒金近似法,将偏微分方程转换为两组线性常微分方程,通过迭代求解,找到系统的固有频率和模态振型。研究结果表明,只需进行两次迭代就足以获得高度收敛的解决方案。研究元素数量对求解收敛性的影响表明,10 个左右的元素可以在求解精度和计算成本之间实现合理的折中。圆周或轴向厚度变化的 EKM 结果与有限元分析结果紧密吻合。此外,EKM 解决方案与其他研究结果也非常吻合。最后,通过参数研究,确定了最小与最大厚度比对壳体前四个自然频率的影响。本研究提出的方法可作为快速、准确优化浅壳设计的有效工具。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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