{"title":"环加筋圆柱壳在水下爆炸作用下的损伤模式研究","authors":"Yuan Gao , Xiyu Jia , Xi Lu , Feng Ma","doi":"10.1016/j.ijimpeng.2025.105312","DOIUrl":null,"url":null,"abstract":"<div><div>Structural damage caused by underwater explosions (UNDEX) is a critical research area in engineering and industrial applications. This study investigates the damage patterns of a typical ring-stiffened aluminum cylinder subjected to UNDEX through experiments and numerical simulations. A series of Φ9 m × 9 m explosion pond tests were conducted to validate numerical simulations and analyze structural responses under varying standoff distances (12/10.4/9.6/8.8 charge radii). An Arbitrary Lagrangian-Eulerian (ALE)-based method was employed to further explore the effects of charge weight (10/50/100/200/400/800 g) and standoff distance on structural failure. The results identified three failure modes—sagging deformation, wavelike deformation, and rupture—with sagging and rupture as the dominant modes. The coupling processes between the impact load and structural response for each mode were analyzed in detail. Based on these findings, a damage phase diagram was developed to illustrate the relationship between explosive mass, standoff distance, and damage modes, providing an intuitive representation of failure mechanisms. Additionally, dimensional analysis identified two key parameters—scaled distance and charge radius—that influence damage outcomes, with their relative influence weights quantified. This study provides critical insights into the failure mechanisms of ring-stiffened cylindrical shells under underwater explosions and offers valuable guidance for predicting damage and designing protective structures in engineering applications.</div></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"202 ","pages":"Article 105312"},"PeriodicalIF":5.1000,"publicationDate":"2025-03-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the damage patterns of ring-stiffened cylindrical shells under underwater explosion(UNDEX) loading\",\"authors\":\"Yuan Gao , Xiyu Jia , Xi Lu , Feng Ma\",\"doi\":\"10.1016/j.ijimpeng.2025.105312\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Structural damage caused by underwater explosions (UNDEX) is a critical research area in engineering and industrial applications. This study investigates the damage patterns of a typical ring-stiffened aluminum cylinder subjected to UNDEX through experiments and numerical simulations. A series of Φ9 m × 9 m explosion pond tests were conducted to validate numerical simulations and analyze structural responses under varying standoff distances (12/10.4/9.6/8.8 charge radii). An Arbitrary Lagrangian-Eulerian (ALE)-based method was employed to further explore the effects of charge weight (10/50/100/200/400/800 g) and standoff distance on structural failure. The results identified three failure modes—sagging deformation, wavelike deformation, and rupture—with sagging and rupture as the dominant modes. The coupling processes between the impact load and structural response for each mode were analyzed in detail. Based on these findings, a damage phase diagram was developed to illustrate the relationship between explosive mass, standoff distance, and damage modes, providing an intuitive representation of failure mechanisms. Additionally, dimensional analysis identified two key parameters—scaled distance and charge radius—that influence damage outcomes, with their relative influence weights quantified. This study provides critical insights into the failure mechanisms of ring-stiffened cylindrical shells under underwater explosions and offers valuable guidance for predicting damage and designing protective structures in engineering applications.</div></div>\",\"PeriodicalId\":50318,\"journal\":{\"name\":\"International Journal of Impact Engineering\",\"volume\":\"202 \",\"pages\":\"Article 105312\"},\"PeriodicalIF\":5.1000,\"publicationDate\":\"2025-03-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Impact Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0734743X25000934\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Impact Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0734743X25000934","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
摘要
水下爆炸引起的结构损伤是工程和工业应用中的一个重要研究领域。通过实验和数值模拟研究了典型环加筋铝筒体在UNDEX作用下的损伤模式。通过Φ9 m × 9 m爆炸池试验验证了数值模拟结果,分析了不同距离(12/10.4/9.6/8.8装药半径)下的结构响应。采用任意拉格朗日-欧拉(ALE)方法进一步探讨电荷质量(10/50/100/200/400/800 g)和距离对结构破坏的影响。结果确定了三种破坏模式:弯曲变形、波浪变形和破裂,其中弯曲变形和破裂是主要的破坏模式。详细分析了各模态下冲击载荷与结构响应的耦合过程。基于这些发现,建立了一个损伤相图来说明爆炸质量、距离和损伤模式之间的关系,为破坏机制提供了直观的表示。此外,量纲分析确定了影响损伤结果的两个关键参数——缩放距离和电荷半径,并量化了它们的相对影响权重。该研究为环加筋圆柱壳在水下爆炸作用下的破坏机制提供了重要的见解,并为工程应用中的损伤预测和防护结构设计提供了有价值的指导。
Study on the damage patterns of ring-stiffened cylindrical shells under underwater explosion(UNDEX) loading
Structural damage caused by underwater explosions (UNDEX) is a critical research area in engineering and industrial applications. This study investigates the damage patterns of a typical ring-stiffened aluminum cylinder subjected to UNDEX through experiments and numerical simulations. A series of Φ9 m × 9 m explosion pond tests were conducted to validate numerical simulations and analyze structural responses under varying standoff distances (12/10.4/9.6/8.8 charge radii). An Arbitrary Lagrangian-Eulerian (ALE)-based method was employed to further explore the effects of charge weight (10/50/100/200/400/800 g) and standoff distance on structural failure. The results identified three failure modes—sagging deformation, wavelike deformation, and rupture—with sagging and rupture as the dominant modes. The coupling processes between the impact load and structural response for each mode were analyzed in detail. Based on these findings, a damage phase diagram was developed to illustrate the relationship between explosive mass, standoff distance, and damage modes, providing an intuitive representation of failure mechanisms. Additionally, dimensional analysis identified two key parameters—scaled distance and charge radius—that influence damage outcomes, with their relative influence weights quantified. This study provides critical insights into the failure mechanisms of ring-stiffened cylindrical shells under underwater explosions and offers valuable guidance for predicting damage and designing protective structures in engineering applications.
期刊介绍:
The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them:
-Behaviour and failure of structures and materials under impact and blast loading
-Systems for protection and absorption of impact and blast loading
-Terminal ballistics
-Dynamic behaviour and failure of materials including plasticity and fracture
-Stress waves
-Structural crashworthiness
-High-rate mechanical and forming processes
-Impact, blast and high-rate loading/measurement techniques and their applications