Experimental and numerical research on multi-model structural damage under shockwave-projectile-bubble action

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL Thin-Walled Structures Pub Date : 2025-02-13 DOI:10.1016/j.tws.2025.113072
Zhifan Zhang , Hailong Li , Longkan Wang , Bing Li , Jingyuan Zhang , Guiyong Zhang , Zhi Zong
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Abstract

The underwater explosion (UNDEX) of a shaped charge is a continuous physical process. However, the interaction between the shockwave, the shaped charge projectile, and the bubble interacting with the structure involves multi-scale temporal and spatial challenges. First, this research conducted damage experiments on a hemispherical double-hull structure influenced by the UNDEX of a shaped charge. The experiment recorded the shockwave load, bubble load, and structural response, capturing the bubble's radius, period, shape, and secondary pulsation. Secondly, the Coupled Eulerian-Lagrangian (CEL) method was employed to simulate the UNDEX experiments. This approach addressed the shortcomings of incomplete field output in the experimental method. It addressed the multi-scale temporal and spatial challenges involved in the interaction between the shockwave, the shaped charge projectile, and the bubble interacting with the structure. It revealed the temporal and spatial evolution laws of the shockwave, shaped charge projectile, and bubble load. The research provided insights into the bubble dynamics near the elastic-plastic structure during UNDEX. The combined effects of the shockwave, shaped charge projectile, and bubble load resulted in a distinct structural damage model. Furthermore, the shaped charge UNDEX consists of four phases: shockwave projectile, bubble expansion, bubble contraction, and bubble pulsation. Lastly, the CEL method analyzed the contributions of the inner and outer hull responses and deformations during the four phases. Additionally, the research established the relationship between the distance parameter γ and the structural damage model. The results show that when γ < 1.83, shear failure occurs in the outer hull, no failure occurs otherwise. When γ < 0.43, shear failure occurs in the inner hull, no failure occurs otherwise. Between γ = 0.0 and 2.0, the bubble pulsation phase contributes about 80 % to the structure deformation D of the outer hull and 60 % to the inner hull. For shaped charge contact or near-field explosions, consider the combined effects of the three loads on multi-model structural damage, especially the long-duration bubble load. This research used experimental and the CEL methods to address the multi-scale temporal and spatial issues in the interaction of the shockwave, shaped charge projectile, and bubble with the structure. The purpose of this research is to provide a reference for addressing the multi-scale temporal and spatial issues in the interaction of the shockwave, shaped charge projectile, and bubble with the structure.
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冲击波-弹丸-气泡作用下多模型结构损伤的实验与数值研究
聚能药水下爆炸是一个连续的物理过程。然而,冲击波、聚能弹和气泡与结构的相互作用涉及多尺度的时间和空间挑战。首先,对半球形双壳结构进行了聚能装药UNDEX影响下的损伤实验。实验记录了冲击波载荷、气泡载荷和结构响应,捕捉了气泡的半径、周期、形状和二次脉动。其次,采用耦合欧拉-拉格朗日(CEL)方法对UNDEX实验进行了模拟。该方法解决了实验方法中现场输出不完全的缺点。它解决了冲击波、聚能弹丸和气泡与结构相互作用中涉及的多尺度时间和空间挑战。揭示了冲击波、聚能弹和气泡载荷的时空演化规律。该研究为研究UNDEX过程中弹塑性结构附近的气泡动力学提供了新的思路。冲击波、聚能弹和气泡载荷的综合作用形成了不同的结构损伤模型。聚能UNDEX由冲击波抛射、气泡膨胀、气泡收缩和气泡脉动四个阶段组成。最后,利用CEL方法分析了四个阶段中船体内外响应和变形的贡献。此外,研究还建立了距离参数γ与结构损伤模型的关系。结果表明,当γ <;1.83、外船体发生剪切破坏,其他部位不发生破坏。当γ <;0.43,船体内部发生剪切破坏,其他部分不发生破坏。在γ = 0.0 ~ 2.0之间,气泡脉动相位对外船体结构变形D的贡献约为80%,对内船体结构变形D的贡献约为60%。对于聚能接触或近场爆炸,应考虑三种载荷对多模型结构损伤的综合影响,尤其是长时程气泡载荷。本文采用实验和CEL方法,研究了冲击波、聚能弹和气泡与结构相互作用的多尺度时空问题。本研究旨在为解决冲击波、聚能弹和气泡与结构相互作用的多尺度时空问题提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
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