Experimental and numerical simulation study on polyurea-coated fuel tank subjected to combined action of blast shock waves and fragments

被引:43
作者
Wu, Gang [1 ]
Wang, Xin [1 ]
Ji, Chong [1 ]
Liu, Qiang [1 ]
Gao, Zhenru [1 ]
Zhang, Kun [2 ]
Zhao, Changxiao [1 ]
机构
[1] Army Engn Univ PLA, Coll Field Engn, Nanjing 210007, Peoples R China
[2] Army Engn Univ PLA, Profess Educ & Field Training Base, Xuzhou 221111, Jiangsu, Peoples R China
关键词
Fuel tank; Polyurea; Shock waves; Fragments; Numerical simulation; Self-healing; DEFORMATION; BEHAVIOR;
D O I
10.1016/j.tws.2021.108436
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fuel tanks, as core fuel components of many types of mechanical equipment, are highly vulnerable to strong dynamic loads, such as those from explosions and fragments. In this paper, two types of polyurea materials (AMMT-53 and AMMT-55) were designed to enhance the damage resistance of fuel tanks. The mechanical parameters and performance differences of the two polyurea materials were first obtained. On this basis, a series of experiments study on fuel tanks coated with different thicknesses polyurea subjected to a combination of blast waves and fragments were performed. The results showed that these two types of polyurea materials had different protective abilities. The AMMT-53 polyurea could effectively reduce the perforation rate but could not prevent the liquid leakage, while the AMMT-55 polyurea could not significantly reduce the perforation rate, but the self-healing property could effectively prevent the leakage of liquid. The whole process of the shock wave and the fragments acting on the fuel tank was revealed by numerical simulations. From the change of the fragment velocity, the strength of the shock wave in the liquid, and the energy change of the polyurea layer, it was proven that the coated polyurea layers had good protective effects on the fuel tank.
引用
收藏
页数:23
相关论文
共 41 条
[11]   Long duration blast loading of cylindrical shell structures with variable fill level [J].
Clubley, Simon K. .
THIN-WALLED STRUCTURES, 2014, 85 :234-249
[12]   Non-linear long duration blast loading of cylindrical shell structures [J].
Clubley, Simon K. .
ENGINEERING STRUCTURES, 2014, 59 :113-126
[13]   Numerical investigation of the dynamic response of CWC structures subjected to underwater explosion loading [J].
Gao, Fuyin ;
Ji, Chong ;
Long, Yuan ;
Cheng, Liangyu ;
Zhao, Changxiao ;
Wu, Jianyu ;
Sun, Yuxiang .
OCEAN ENGINEERING, 2020, 203
[14]   Characteristics of combined blast and fragments loading [J].
Grisaro, Hezi Y. ;
Dancygier, Avraham N. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2018, 116 :51-64
[15]  
Hallquist J., 2014, LS-DYNA keyword user's manual, Version 971
[16]   Out-of-plane behavior of URM arching walls with modern blast retrofits: Experimental results and analytical model [J].
Hrynyk, Trevor D. ;
Myers, John J. .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (10) :1589-1597
[17]   Model-based simulation of the synergistic effects of blast and fragmentation on a concrete wall using the MPM [J].
Hu, Wenqing ;
Chen, Zhen .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2006, 32 (12) :2066-2096
[18]   An Experimental Investigation of Water-Filled Tank Subjected to Horizontal High Speed Impact [J].
Huang, W. ;
Zhang, W. ;
Ren, P. ;
Guo, Z. T. ;
Ye, N. ;
Li, D. C. ;
Gao, Y. B. .
EXPERIMENTAL MECHANICS, 2015, 55 (06) :1123-1138
[19]   Protective polyurea coatings for enhanced blast survivability of concrete [J].
Iqbal, N. ;
Sharma, P. K. ;
Kumar, D. ;
Roy, P. K. .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 175 :682-690
[20]  
Johnson CF, 2005, PROC ARMY SCI C, P1120