Analysis of the Dynamic Characteristics of Conical Shells of Variable Thickness on an Elastic Bed Under Unsteady Loading

IF 0.7 4区 材料科学 Q4 MATERIALS SCIENCE, CHARACTERIZATION & TESTING Strength of Materials Pub Date : 2024-05-09 DOI:10.1007/s11223-024-00623-x
P. Z. Lugovyi, Yu. A. Meish, S. P. Orlenko, N. V. Arnauta
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Abstract

The model of Timoshenko’s shell theory of shells was used to analyze the dynamic characteristics of conical shells of variable thickness on a Pasternak elastic bed under nonstationary loading. Based on the Hamilton–Ostrogradsky variational principle, the equations of motion of a conical shell of variable thickness on a Pasternak elastic bed were derived. This system of hyperbolic differential equations is solved by the finite difference method. The numerical algorithm for solving the obtained equations is based on applying the integral-interpolation method for constructing difference schemes in the spatial coordinate and an explicit finite difference scheme for integration in the time coordinate. The influence of geometric dimensions, taper angle, and elastic media on the natural frequencies and other dynamic characteristics of a conical shell of variable thickness under the action of a pulsed load is analyzed using specific examples. New mechanical effects are revealed.

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分析弹性台面上厚度可变的锥形壳体在非稳定载荷下的动态特性
利用季莫申科的壳理论模型分析了帕斯捷尔纳克弹性床面厚度可变的锥形壳在非稳态载荷下的动态特性。根据汉密尔顿-奥斯特洛夫斯基变分原理,推导出了厚度可变的锥形壳在帕斯捷尔纳克弹性床上的运动方程。该双曲微分方程系采用有限差分法求解。求解所得方程的数值算法基于应用积分插值法构建空间坐标差分方案和显式有限差分方案进行时间坐标积分。通过具体实例分析了几何尺寸、锥角和弹性介质对脉冲载荷作用下厚度可变锥形壳体的固有频率和其他动态特性的影响。揭示了新的机械效应。
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来源期刊
Strength of Materials
Strength of Materials MATERIALS SCIENCE, CHARACTERIZATION & TESTING-
CiteScore
1.20
自引率
14.30%
发文量
89
审稿时长
6-12 weeks
期刊介绍: Strength of Materials focuses on the strength of materials and structural components subjected to different types of force and thermal loadings, the limiting strength criteria of structures, and the theory of strength of structures. Consideration is given to actual operating conditions, problems of crack resistance and theories of failure, the theory of oscillations of real mechanical systems, and calculations of the stress-strain state of structural components.
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