Destabilization of Cylindrical Shells Coupling Effect of Local Impact Load and Circumferential Pressure

IF 0.7 4区 材料科学 Q4 MATERIALS SCIENCE, CHARACTERIZATION & TESTING Strength of Materials Pub Date : 2024-07-24 DOI:10.1007/s11223-024-00654-4
X. D. Li, Z. R. Fan, J. P. Yin, Z. J. Wang, R. Shi
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Abstract

Underwater vehicles have a great deal of tactical significance in the future sea warfare, and their structural forms are mostly cylindrical shells: underwater vehicles. It may be attacked by underwater weapons. Its payload forms include hydrostatic pressure and localized impact. This article uses finite element analysis software ABAQUS to study the dynamic response of thin-walled cylindrical shells under local impact loading and circumferential pressure effect of cylindrical shell under coupling effect of pressure and local shock. Study shows that under impact load alone, the time of action, the maximum deflection at the point of application of the timing is linear with the peak value of the impact load. When the impact load peak is less than 40MPa, the coupling 30% reduction in critical collapse pressure of columnar crucibles due to cooperative use than cumulative ones, and impact load crest satisfy a certain function form and fit the results of this study to get the functional relationship.

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圆柱形壳体的失稳局部冲击载荷与圆周压力的耦合效应
水下航行器在未来海战中具有重要的战术意义,其结构形式多为圆柱形壳体:水下航行器。它可能受到水下武器的攻击。其载荷形式包括静水压力和局部冲击。本文利用有限元分析软件 ABAQUS 研究了薄壁圆柱壳在局部冲击载荷下的动态响应,以及圆柱壳在压力和局部冲击耦合效应下的周向压力效应。研究表明,在单独的冲击载荷作用下,作用时间、作用点的最大挠度与冲击载荷的峰值呈线性关系。当冲击载荷峰值小于40MPa时,柱状坩埚的临界崩溃压力因协同使用比累积使用降低30%,冲击载荷峰值满足一定的函数形式,并与本研究结果拟合得到函数关系。
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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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