Design of composite SC walls to prevent perforation from missile impact

被引:98
作者
Bruhl, Jakob C. [1 ,2 ]
Varma, Amit H. [2 ]
Johnson, William H. [3 ]
机构
[1] US Army, W Lafayette, IN 47907 USA
[2] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
[3] Bechtel Corp, Frederick, MD 21703 USA
关键词
Projectile impact; Composite structure; Concrete; Steel plate; AIRCRAFT ENGINE MISSILES; LOCAL DAMAGE; SHEAR; PENETRATION; TARGETS; PLATES;
D O I
10.1016/j.ijimpeng.2014.07.015
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a three-step method for designing steel plate composite (SC) walls subjected to missile impact. This method can be used to compute the minimum required steel plate thickness for SC walls to prevent perforation due to missile impact. The design method was verified using the complete experimental database of 130 SC wall missile impact tests compiled as part of this research. The design method compares favorably with the observations and results from the experimental database and can be used within its range of applicability to design SC walls to prevent missile perforation. The paper also presents the development and benchmarking of 3D finite element models for predicting the behavior and local failure of SC walls subjected to missile impact. The models were benchmarked using test results from the experimental database and results were used to confirm the failure mechanism of SC walls subjected to missile impact. The benchmarked models were used to conduct analytical parametric studies to expand the database, and further verify the design method. The numerical modeling approach is recommended for future research and design of specific SC wall configurations to resist design basis missiles. Published by Elsevier Ltd.
引用
收藏
页码:75 / 87
页数:13
相关论文
共 33 条
[1]   Effect of reinforcement on the response of concrete panels to impact of hard projectiles [J].
Abdel-Kader, Mohamed ;
Fouda, Ahmed .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2014, 63 :1-17
[2]  
*AEA TECHN, 1995, APDD95363 AEA TECHN, P17
[3]  
*AM SOC CIV ENG, 1980, ASCE MAN REP ENG PRA, V58, P553
[4]   Design criteria for headed stud groups in shear: Part 1 - Steel capacity and back edge effects [J].
Anderson, NS ;
Meinheit, DF .
PCI JOURNAL, 2000, 45 (05) :46-+
[5]  
Barr P., 1983, T 7 SMIRT, P395
[6]   Perforation of AA5083-H116 aluminium plates with conical-nose steel projectiles - Calculations [J].
Borvik, T. ;
Forrestal, M. J. ;
Hopperstad, O. S. ;
Warren, T. L. ;
Langseth, M. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2009, 36 (03) :426-437
[7]  
*DCD, 2011, DES CONTR DOC AP1000, P1578
[8]  
DCD, 2012, DES CONTR DOC US APW
[9]  
DEGEN PP, 1980, J STRUCT DIV-ASCE, V106, P1623
[10]  
ERHART T, 2011, REV SOLID ELEMENT FO, P36