Aseismic reliability analysis for oil storage tanks with random geometric initial imperfections

XU Yazhou1, LOU Yanfang2

Journal of Vibration and Shock ›› 2018, Vol. 37 ›› Issue (21) : 35-40.

PDF(1640 KB)
PDF(1640 KB)
Journal of Vibration and Shock ›› 2018, Vol. 37 ›› Issue (21) : 35-40.

Aseismic reliability analysis for oil storage tanks with random geometric initial imperfections

  • XU Yazhou1, LOU Yanfang2
Author information +
History +

Abstract

Here, random initial imperfection configuration of an oil storage tank was modeled with a linear combination of its buckling modes, and the imperfection amplitude was assumed to be a normal random distribution with mean of zero.Geometric initial imperfection samples were generated with Latin hypercube sampling method.Then, the incremental dynamic analysis method was employed to obtain the relation between the peak of acceleration and the maximum radial displacement of the tank wall, and according to Budiansky-Roth criterion, the critical buckling stress of the tank wall was determined under the action of earthquake.Furthermore, a user-defined subroutine based on ABAQUS was used to realize seismic response analysis of the imperfect oil storage tank with the added mass method.Finally, the reliabilities of the oil storage tank considering geometric initial imperfections and not considering them under the action of random earthquake were solved.The contrastive analysis showed that with increase in seismic action, the dispersion degree of the maximum compression stress of the tank wall increases; its probability distribution exhibits non-normal characteristics; the random geometric initial imperfections significantly reduce the aseismic reliability of oil storage tanks.

Key words

Oil storage tank / UEL / added mass method / random initial imperfection / reliability

Cite this article

Download Citations
XU Yazhou1, LOU Yanfang2. Aseismic reliability analysis for oil storage tanks with random geometric initial imperfections[J]. Journal of Vibration and Shock, 2018, 37(21): 35-40

References

[1] Geary W, Hobbs J. Catastrophic failure of a carbon steel storage tank due to internal corrosion [J].Case Studies in Engineering Failure Analysis, 2013, 1(4):257-264.
[2] GB50341-2014. 立式圆筒形钢制焊接油罐设计规范[S].北京:中国计划出版社,2014.
Code for design of vertical cylindrical welded steel oil tanks [S]. Beijing: China Planning Press, 2014.
[3] 陈俊岭,舒文雅.基于改进的一致缺陷模态法的轴压圆柱薄壳极限承载力分析[J].特种结构,2013,30(6):53-57.
CHEN Junling, SHU Wenya. Ultimate bearing capacity analysis of axial-loaded cylindrical shells based on improved uniform defect modal method [J].Special Structures, 2013,30(6):53-57.
[4] 陈东,赵才棋,王修信.板片空间结构的缺陷稳定分析[J].建筑结构,2008,38(10):39-41.
CHEN Dong, ZHAO Caiqi, WANG Xiuxin. Stability analysis of imperfect sheet space structure [J]. Building Structure, 2008, 38(10):39-41.
[5] 高阳.轴压作用下椭圆形钢管的稳定性能研究[D].浙江:浙江大学,2015.
GAO Yang. Study on stability of elliptical steel pipe under axial compression [D].Zhejiang:Zhejiang University,2015.
[6] Maheri MR,Abdollahi A. The effects of long term uniform corrosion on the buckling of ground based steel tanks under seismic loading. Thin-Walled Structures, 2013, 62(1):1–9.
[7] 杨宏康,高博青.基于Lyapunov 特征指数的钢制储液罐动力失稳概率分析[J].振动与冲击,2016,35(1):112-117.
YANG Hongkang, GAO Boqing. Dynamic instability probability analysis for liquid storage steel tanks subjected to earthquake excitations [J]. Journal of Vibration and Shock, 2016,35(1):112-117.
[8] Housner GW. Dynamic Pressure on accelerated fluid containers[J]. Bulletin of the Seismological society of America, 1957, 47(l):15-35.
[9] 张兆龙,高博青,杨宏康.基于附加质量法的大型固定顶储液罐基底隔震分析[J].振动与冲击,2012,31(23):32-38.
ZHANG Zhaolong, GAO Boqing, YANG Hongkang. Seismic analysis of a large base-isolated liquid storage tank with fixed roof based on added mass method[J].Journal of Vibration and Shock,2012, 31 (23):32-38.
[10] 柳伟,周叮,刘伟庆,王佳栋.基于概率密度演化的带有环形隔板圆柱形罐体中流体的晃动研究[J].振动与冲击,2015,34(11):110-115.
LIU Wei, ZHOU Ding, LIU Weiqing, WANG Jiadong. Sloshing response of liquid in a cylindrical tank with an-annual baffle based on probability density evolution theory[J].Journal of Vibration and Shock, 2015, 34(11): 110-115.
[11] Virella JC, Godoy LA, Suárez LE. Fundamental modes of tank-liquid systems under horizontal motions [J]. Engineering Structures, 2006, 28(10):1450–1461.
[12] 胡盈辉,庄茁,由小川.大型储液罐在地震荷载作用下的附加质量法研究.压力容器,2009, 26 (8):1-6.
HU Yinghui, ZHUANG Zhuo, YOU Xiaochuan. Added mass approach to a large-scale liquid-storage tank under seismic excitations. Pressure Vessel Technology, 2009, 26 (8):1-6.
[13] 王勖成.有限单元法[M].北京:清华大学出版社.2003.
WANG XuChen. Finite element method [M]. Beijing: Tsinghua University Press,2003.
[14] ABAQUS 6.8.1. User’s Manual [Z]. ABAQUS Inc.,2008.
[15] Buratti N, Tavano M. Dynamic buckling and seismic fragility of anchored steel tanks by the mass method [J]. Earthquake Engineering & Structure Dynamics, 2014, 24 (1): 1–21.
[16] Budiansky B, Roth RS. Axisymmetric dynamic buckling of clamped shallow spherical shell [J]. NASA Technical Note, D-1510, 1962.
[17] Wang XY, Sun B, Li ZX. Damage-induced material softening and its effect on seismic performance of steel structures [J].Science China (Technological Sciences), 2016, 59 (10):1-14.
[18] 施刚,王飞,戴国欣等.Q460D高强度结构钢材循环加载试验研究[J].土木工程学报,2012,45(7):48-55.
SHI Gang, WANG Fei, DAI Guoxin et al. Experimental Study on Cyclic Loading of Q460D High Strength Steel [J]. China Civil Engineering Journal,2012,45(7):48-55.
[19] 建筑抗震设计规范(GB50011-2010)[S]. 北京:中国建筑工业出版社,2010.
Code for Seismic Design of Buildings (GB50011-2010) [S]. Beijing: China Architecture& Building Press, 2010.
[20] 刘章军,刘子心. 基于规范反应谱的全非平稳地震动过程模拟. 振动工程学报, 2017, 30(3): 457-465.
LIU Zhangjun, LIU Zixin. Simulation of fully non- stationary ground motion based on seismic design response spectrum [J]. Journal of Vibration Engineering, 2017, 30(3): 457-465.
 
PDF(1640 KB)

880

Accesses

0

Citation

Detail

Sections
Recommended

/