On the ballistic and blast load response of a 20 ft ISO container protected with aluminium panels filled with a local mass - Phase I: Design of protective system

被引:46
作者
Borvik, T. [1 ,2 ]
Hanssen, A. G. [1 ]
Dey, S. [1 ]
Langberg, H. [2 ]
Langseth, M. [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Struct Engn, Ctr Res Based Innovat CRI, Struct Impact Lab SIMLab, NO-7491 Trondheim, Norway
[2] Norwegian Def Estates Agcy, Dept Res & Dev, NO-0103 Oslo, Norway
关键词
international operations; aluminium protection; ballistic tests; numerical simulations; design;
D O I
10.1016/j.engstruct.2007.10.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In international peacekeeping operations, it is often necessary to send large amounts of equipment and personnel into highly unstable regions of the world. The troops will be particularly vulnerable in the time before and during the establishment of new camps. Therefore, it is important to get sufficient protection within a shortest possible period of time. As in most cases, long-distance transportation of the protective elements is required, and the weight of the system is thus a critical parameter. This paper presents the development of a new, cost-effective and lightweight protection concept for a 20 ft standard ISO container to be used as shelter in international operations. The work was carried out in six major steps. First, the many requirements for such protection systems were established. Then the basic concept idea, which in this study is an extruded aluminium panel filled with a granular material, was formulated. Next, the ballistic perforation resistance of both empty and mass-filled panels was determined experimentally for specified small-arms ammunition threats. In the next step, the panels were assembled to a protection wall and fixed to the container, and the global system was exposed to specified blast loadings using numerical simulations. Then, based on the many requirements and the findings from the experimental ballistic tests and numerical blast simulations, a design of a protection system for a 20 ft ISO container was proposed, before a prototype was constructed and built. Finally, the protection system was full-scale ballistic and blast tested under realistic conditions to validate the concept. In this paper, the steps associated with the design phase will be described, while the validation phase will be presented in an accompanying paper. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1605 / 1620
页数:16
相关论文
共 17 条
[1]  
[Anonymous], CONWEP CONV WEAP EFF
[2]  
Baker WE., 1983, Explosion hazards and evaluation
[3]   On the ballistic and blast load response of a 20ft ISO container protected with aluminium panels filled with a local mass - Phase II: Validation of protective system [J].
Borvik, T. ;
Burbach, A. ;
Langberg, H. ;
Langseth, M. .
ENGINEERING STRUCTURES, 2008, 30 (06) :1621-1631
[4]   Experimental and numerical study on the perforation of AA6005-T6 panels [J].
Borvik, T ;
Clausen, AH ;
Eriksson, M ;
Berstad, T ;
Hopperstad, OS ;
Langseth, M .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2005, 32 (1-4) :35-64
[5]   Perforation of AA5083-H116 aluminium plates with conical-nose steel projectiles-experimental study [J].
Borvik, T ;
Clausen, AH ;
Hopperstad, OS ;
Langseth, M .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2004, 30 (04) :367-384
[6]   Effect of target thickness in blunt projectile penetration of Weldox 460 E steel plates [J].
Borvik, T ;
Hopperstad, OS ;
Langseth, M ;
Malo, KA .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2003, 28 (04) :413-464
[7]   Perforation of 12 mm thick steel plates by 20 mm diameter projectiles with flat, hemispherical and conical noses Part I: Experimental study [J].
Borvik, T ;
Langseth, M ;
Hopperstad, OS ;
Malo, KA .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2002, 27 (01) :19-35
[8]  
BORVIK T, 072002 NORW DEF EST
[9]  
BORVIK T, 2003, P 11 INT S INT EFF M
[10]  
Borvik T., 2007, CONCRETE INT, V29, P45