Study on dissipation effects and mechanisms of lightweight spherical skeletons on impact loads in liquid-filled structures under high-speed projectile penetration
Mengmeng Wu , Hailiang Hou , Nianming Hu , Dian Li , Jing Wu , Yongqing Li , Fang Huang
{"title":"Study on dissipation effects and mechanisms of lightweight spherical skeletons on impact loads in liquid-filled structures under high-speed projectile penetration","authors":"Mengmeng Wu , Hailiang Hou , Nianming Hu , Dian Li , Jing Wu , Yongqing Li , Fang Huang","doi":"10.1016/j.tws.2026.114741","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the dissipation effects and underlying mechanisms of lightweight spherical skeletons (LSSs) embedded in liquid-filled structures under impact loads induced by high-speed projectile water entry. Leveraging the characteristics of shock waves and cavitation extrusion loads generated by high-speed projectile penetration, we designed shock tube experiments and ballistic impact tests, which were complemented by numerical simulations to quantify the dissipation effects of LSSs and analyze their working mechanisms. Results indicate that the LSSs can induce asynchronous reflection and transmission of shock waves. The average pressure peak attenuation rate of the wavefront follows a power law with the number of LSSs. Furthermore, the LSSs can effectively enhance the flow resistance of the liquid, mitigate cavitation extrusion loads on the structure, and thus significantly suppress the global deformation of the liquid-filled structure’s front and rear plates.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"224 ","pages":"Article 114741"},"PeriodicalIF":6.6000,"publicationDate":"2026-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S026382312600265X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/3/3 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
This study investigates the dissipation effects and underlying mechanisms of lightweight spherical skeletons (LSSs) embedded in liquid-filled structures under impact loads induced by high-speed projectile water entry. Leveraging the characteristics of shock waves and cavitation extrusion loads generated by high-speed projectile penetration, we designed shock tube experiments and ballistic impact tests, which were complemented by numerical simulations to quantify the dissipation effects of LSSs and analyze their working mechanisms. Results indicate that the LSSs can induce asynchronous reflection and transmission of shock waves. The average pressure peak attenuation rate of the wavefront follows a power law with the number of LSSs. Furthermore, the LSSs can effectively enhance the flow resistance of the liquid, mitigate cavitation extrusion loads on the structure, and thus significantly suppress the global deformation of the liquid-filled structure’s front and rear plates.
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.