Structural response of the U-type corrugated core sandwich panel used in ship structures under the lateral quasi-static compression load

被引:107
|
作者
Liu, Kun [1 ]
Zong, Shuai [1 ]
Li, Yao [1 ]
Wang, Zeping [2 ,3 ]
Hu, Zhiqiang [4 ]
Wang, Zili [1 ]
机构
[1] Jiangsu Univ Sci & Technol, Sch Naval Architecture & Ocean Engn, Zhenjiang 212003, Jiangsu, Peoples R China
[2] Harbin Engn Univ, Coll Shipbldg Engn, Harbin 150001, Peoples R China
[3] Harbin Engn Univ, Qingdao Innovat & Dev Ctr, Qingdao 266400, Peoples R China
[4] Newcastle Univ, Sch Engn, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
基金
中国国家自然科学基金;
关键词
Corrugated core sandwich panel; Deformation mechanism; Experimental method; Analytical method; Numerical simulation; Quasi-static compression load; ENERGY-ABSORPTION; HONEYCOMB-CORES; BEHAVIOR; PLATES; COMPOSITES; MECHANICS; MULTICELL;
D O I
10.1016/j.marstruc.2022.103198
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper addresses a study on the structural deformation mechanism of the U-type corrugated core sandwich panel used in ship structures under the lateral quasi-static compression load through the experimental, numerical and analytical methods. Based on the results from quasi static experiment and the finite element simulation, the deformation characteristics of the U type corrugated core sandwich panel under the lateral quasi-static compression load are analyzed. The results show that the deformation of the U-type corrugated core sandwich panel can be divided into two processes according to whether the core is in contact during the compression process. And the deformation process has little influence on the variation trend of the structural resistance curve. Based on this, the deformation mode of the U-type corrugated sandwich panel is summarized, and the analytical formula of the deformation resistance of the U-type corrugated core sandwich panel is developed. It is shown that the proposed theoretical deformation model can reflect the main deformation process, and the analytical results match well with the experimental and numerical results.
引用
收藏
页数:19
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