Structural performance of water tank under static and dynamic pressure loading

被引:19
作者
Wang, Yonghui [1 ]
Liew, J. Y. Richard [1 ,2 ]
Lee, Siew Chin [1 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117548, Singapore
[2] Nanjing Tech Univ, Coll Civil Engn, Nanjing, Jiangsu, Peoples R China
关键词
Dynamic pressure load; Failure mode; Finite element study; Static pressure load; Water tank; PANELS; MITIGATION; SIMULATIONS; SUBJECT; WALL;
D O I
10.1016/j.ijimpeng.2015.06.018
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The structural performance of water tank under static and dynamic pressure loading was experimentally investigated in this paper. The loading was applied using hydraulic actuator/dropped projectile on an inflated high pressure airbag to assert static/dynamic pressure on the specimens. The failure modes and maximum resistance of the specimens were obtained from the test and compared to the numerical results. It was found from the static pressure test that the water tank filled with water exhibited up to 31% increase in flexural resistance under static loading as compared to the empty water tank with the same material and geometry. The improvement was attributed to the effects of water in maintaining the section modulus and delaying the local buckling of the tank. Water was also found to be useful in reducing the deformation of the tank under dynamic pressure loading. Nonlinear finite element analysis was conducted to investigate the behavior of water tank subject to static and dynamic pressure loading and the accuracy of the numerical models was verified by comparing the predicted displacement responses with those observed from the tests. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:110 / 123
页数:14
相关论文
共 30 条
[1]  
Absil LHJ, 2000, P 29 DOD EXPL SAF SE, P68
[2]   Dynamic response of full-scale sandwich composite structures subject to air-blast loading [J].
Arora, H. ;
Hooper, P. A. ;
Dear, J. P. .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2011, 42 (11) :1651-1662
[3]  
Baker W.E., 1973, EXPLOSIONS AIR, P1
[4]   Strain rate effects on the response of stainless steel corrugated firewalls subjected to hydrocarbon explosions [J].
Boh, JW ;
Louca, LA ;
Choo, YS .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2004, 60 (01) :1-29
[5]  
Chabin P, 1998, P 28 DOD EXPL SAF SE, P52
[6]   Performance based investigation on the construction of anti-blast water wall [J].
Chen, Li ;
Zhang, Li ;
Fang, Qin ;
Mao, Yi-ming .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 81 :17-33
[7]   Experimental investigations and numerical simulations of multi-arch double-layered panels under uniform impulsive loadings [J].
Chen, Wensu ;
Hao, Hong .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2014, 63 :140-157
[8]   Numerical study of water mitigation effects on blast wave [J].
Cheng, M ;
Hung, KC ;
Chong, OY .
SHOCK WAVES, 2005, 14 (03) :217-223
[9]   A comparison of simulation's results with experiment on water mitigation of an explosion [J].
Chong, WK ;
Lam, KY ;
Yeo, KS ;
Liu, GR ;
Chong, OY .
SHOCK AND VIBRATION, 1999, 6 (02) :73-80
[10]   Non-linear long duration blast loading of cylindrical shell structures [J].
Clubley, Simon K. .
ENGINEERING STRUCTURES, 2014, 59 :113-126