Wenhao Wang , Jianhua Dong , Dongyu Shi , Jue Han , Hualin Fan
{"title":"近距离爆炸作用下工程尺度激光焊接金字塔格芯板的动力特性","authors":"Wenhao Wang , Jianhua Dong , Dongyu Shi , Jue Han , Hualin Fan","doi":"10.1016/j.tws.2025.114014","DOIUrl":null,"url":null,"abstract":"<div><div>Pyramid lattice sandwich panels (PLSPs) could meet the requirements of lightweight and high resistance, which has significant advantages in defense engineering. This study aims to propose a practical method to manufacture large-scaled PLSPs through laser cutting and welding with dimension over 1.0 m. Stainless steel 2205 with yielding strength of 640 MPa was chosen as the base material to resist strong explosion impacts. The dynamic responses against explosion of PLSPs were investigated via experimental tests and numerical analyses. For PLSPs in this study, the critical scaled distance is 1.254 m/kg<sup>1/3</sup>. With the scaled distance decreasing, progressively buckling of the core occurs, followed by compaction, leading to large deformation of PLSPs. Finite element model (FEM) with damping was established, whose maximum displacement prediction error is less than 20 %. The energy dissipated by the front face sheet, the lattice core and the back face sheet is close to 20 %, over 50 % and over 30 % of the total energy dissipation, respectively. Compared with solid plate with equal mass, the displacement response of PLSPs shows significant attenuation over 80 % in elastic stage and over 20 % in plastic stage. Meanwhile, PLSPs exhibited smaller deformation compared to other large-scale sandwich panels with close dimensions tested under similar airburst conditions.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"218 ","pages":"Article 114014"},"PeriodicalIF":6.6000,"publicationDate":"2025-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Dynamic behaviors of engineering-scaled laser-welded pyramid lattice sandwich panels under close-in explosions\",\"authors\":\"Wenhao Wang , Jianhua Dong , Dongyu Shi , Jue Han , Hualin Fan\",\"doi\":\"10.1016/j.tws.2025.114014\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Pyramid lattice sandwich panels (PLSPs) could meet the requirements of lightweight and high resistance, which has significant advantages in defense engineering. This study aims to propose a practical method to manufacture large-scaled PLSPs through laser cutting and welding with dimension over 1.0 m. Stainless steel 2205 with yielding strength of 640 MPa was chosen as the base material to resist strong explosion impacts. The dynamic responses against explosion of PLSPs were investigated via experimental tests and numerical analyses. For PLSPs in this study, the critical scaled distance is 1.254 m/kg<sup>1/3</sup>. With the scaled distance decreasing, progressively buckling of the core occurs, followed by compaction, leading to large deformation of PLSPs. Finite element model (FEM) with damping was established, whose maximum displacement prediction error is less than 20 %. The energy dissipated by the front face sheet, the lattice core and the back face sheet is close to 20 %, over 50 % and over 30 % of the total energy dissipation, respectively. Compared with solid plate with equal mass, the displacement response of PLSPs shows significant attenuation over 80 % in elastic stage and over 20 % in plastic stage. Meanwhile, PLSPs exhibited smaller deformation compared to other large-scale sandwich panels with close dimensions tested under similar airburst conditions.</div></div>\",\"PeriodicalId\":49435,\"journal\":{\"name\":\"Thin-Walled Structures\",\"volume\":\"218 \",\"pages\":\"Article 114014\"},\"PeriodicalIF\":6.6000,\"publicationDate\":\"2025-09-20\",\"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/S0263823125011036\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263823125011036","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Dynamic behaviors of engineering-scaled laser-welded pyramid lattice sandwich panels under close-in explosions
Pyramid lattice sandwich panels (PLSPs) could meet the requirements of lightweight and high resistance, which has significant advantages in defense engineering. This study aims to propose a practical method to manufacture large-scaled PLSPs through laser cutting and welding with dimension over 1.0 m. Stainless steel 2205 with yielding strength of 640 MPa was chosen as the base material to resist strong explosion impacts. The dynamic responses against explosion of PLSPs were investigated via experimental tests and numerical analyses. For PLSPs in this study, the critical scaled distance is 1.254 m/kg1/3. With the scaled distance decreasing, progressively buckling of the core occurs, followed by compaction, leading to large deformation of PLSPs. Finite element model (FEM) with damping was established, whose maximum displacement prediction error is less than 20 %. The energy dissipated by the front face sheet, the lattice core and the back face sheet is close to 20 %, over 50 % and over 30 % of the total energy dissipation, respectively. Compared with solid plate with equal mass, the displacement response of PLSPs shows significant attenuation over 80 % in elastic stage and over 20 % in plastic stage. Meanwhile, PLSPs exhibited smaller deformation compared to other large-scale sandwich panels with close dimensions tested under similar airburst conditions.
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.