American Journal of Civil Engineering and Architecture
ISSN (Print): 2328-398X ISSN (Online): 2328-3998 Website: https://www.sciepub.com/journal/ajcea Editor-in-chief: Dr. Mohammad Arif Kamal
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American Journal of Civil Engineering and Architecture. 2023, 11(3), 70-76
DOI: 10.12691/ajcea-11-3-2
Open AccessArticle

Combined Seismic and Thermal Analysis of an LPG Double Wall Tank

Mohammad T. A. Alkhamis1, S. Hossein Sonbolestan2, and S. R. Sabbaqh2

1Civil Engineering Department, College of Technological Studies, Kuwait, Kuwait

2Civil Engineering Department, K. N. Toosi University of Technology, Tehran, Iran

Pub. Date: July 12, 2023

Cite this paper:
Mohammad T. A. Alkhamis, S. Hossein Sonbolestan and S. R. Sabbaqh. Combined Seismic and Thermal Analysis of an LPG Double Wall Tank. American Journal of Civil Engineering and Architecture. 2023; 11(3):70-76. doi: 10.12691/ajcea-11-3-2

Abstract

Extra-large double-walled cryogenic storage tanks that are used to store LPG (Liquefied Petroleum Gas) in the low temperature are known as Full Containment Tank (FCT). The tank design shall include normal operating conditions, such as liquid hydrostatic loads and thermal loads, and abnormal conditions, such as seismic loads. The detailed and accurate design of an FCT subjected to seismic conditions combined with thermal and hydrostatic loads is a complex analysis. In the present paper, Finite Element Method (FEM) simulation is a feasible and efficient method to predict stresses and displacements of the FCT 3-D model. Two analyses, seismic analysis, and combined thermal-seismic analysis, are run to compare the results and compute thermal effects on the seismic responses. The first model of FCT is subjected to hydrostatic loads and seismic loads with slashing liquid waves, while the second model of FCT is analyzed with hydrostatic loads and thermal stresses. The resulting displacements are applied to the tank model elements as initial conditions to run the model for seismic analysis. Comparing simulation results show that thermal stress effects on the final seismic responses are not ignorable.

Keywords:
Full containment tank LPG storage tank thermal analysis seismic design combined thermal and seismic loads

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References:

[1]  Long, B., Garner, B. (2004) "Guide to storage tanks & Equipment", Professional Engineering Publishing, ISBN: 978-1-860-58431-2.
 
[2]  Rinne, J. E. (1967) “Oil storage tanks in Wood”, F. G. ed., Research studies-seismology and marine geology Part A, Engineering Seismology. Vol. 2 of The Prince William Sound Alaska earthquake of 1964 and aftershocks US Coast and Geod Survey Pub 10 3 p 245 252.
 
[3]  Housner, G. W., and Haroun, M. A. (1981) “Earthquake response of deformable liquid storage tanks.” Journal of Applied Mechanics, Vol. 48, No. 2, pp. 411-418.
 
[4]  Fischer, F. D., Rammerstorferf, F. G., and Scharf, K. (1991) “Earthquake Resistant Design of Anchored and UnanchoredLiquid Storage Tanks Under Three-Dimensional EarthquakeExcitation. Structural Dynamics, pp. 317-371.
 
[5]  Korkmaz, K. A., Sari, A., and Carhoglu, A. I. (2011). “Seismic risk assessment of storage tanks in Turkish industrial facilities.” Journal of Loss Prevention in the Process Industries, Vol. 24, No.4, pp. 314-320.
 
[6]  Paolacci, F., Giannini, R., and De Angelis, M. (2013). “Seismic response mitigation of chemical plant components by passive control techniques.” Journal of Loss Prevention in the Process Industries, Vol. 26, No.5, pp.924-935.
 
[7]  Haroun, M. A., (1983). “Vibration studies and tests of liquid storage tanks.” Earthquake Engineering and Structural Dynamics, Vol. 11, No. 2, pp. 179-206.
 
[8]  Veletsos, A. S., and Kumar, A. (1986). “Dynamic response of vertically excited liquid storage tanks.” Proc. 8th World. Conf. on Earthquake Engineering, San Francisco, USA, pp. 453-460.
 
[9]  Christovasilis, I. P., and Whittaker, A. S. (2008). “Seismic analysis of conventional and isolated LNG tanks using mechanical analogs.” Earthquake Spectra, Vol. 24, No. 3, pp. 599-616.
 
[10]  Gillard, M. N. T.,Mathew J. L., , and William A. S. (2012), “Liquefied natural gas tank analysis: cryogenic temperatures and seismic loading.” Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics, Vol.165, NO.1, pp. 49-56.
 
[11]  Watanabe, N., Endo, H., Xuehui, A., Nakano, M., and Aoki, H. (2003), “Application of non-linear analysis to the structural design of an LNG In-ground tank.”, JSCE Journal of Construction Management and Engineering, (Japan Society of Civil Engineers), Vol. 2003, No. 742, pp. 87-100.
 
[12]  Chen, Q.S., Wegrzyn, J. and Prasad, V. (2004), “Analysis of temperature and pressure changes in liquefied natural gas (LNG) cryogenic tanks.”, Cryogenics, Vol. 44, No. 10, pp. 701-709.
 
[13]  Se-Jin Jeon, Byeong-Moo Jin, and Young-Jin Kim, (2007), “Consistent thermal analysis procedure of LNG storage tank.”, Structural Engineering and Mechanics, Vol. 25, No. 4, pp. 445-466.
 
[14]  Zhang, X. C., and Cai, Y. Q., (2012), “Thermal Analysis on the Shell Stiffeners of Double Steel Wall LNG Storage Tank.” Applied Mechanics and Materials, Vols. 105-107, pp. 403-407.
 
[15]  Nemati, H., and Ghanbari, G, (2014), “buckling pressure in double wall cryogenic storage tank” Emirates Journal for Engineering Research, Vol. 19, No. 1, pp. 43-48.
 
[16]  Zhai. X., Wang. Y. and Wang. H. (2016), “Thermal stress analysis of concrete wall of LNG tank during the construction period.” Materials and Structures, Vol. 49, pp. 2393-2406.
 
[17]  Zhang, R., Chu, Sh., Sun, K., Zhang, Zh., and Wang, H. (2020) "Effect of the Directional Components of Earthquakes on the Seismic Behavior of an Unanchored Steel Tank." Applied Sciences, Vol. 10, No. 16.
 
[18]  Zhang, R., Weng, D. (2014) "Assessment of the seismic effect of insulation on extra-large cryogenic liquid natural gas storage tanks." Journal of Loss Prevention in the Process Industries, Vol. 30, pp. 9-16.
 
[19]  Clough, R., and Penzin, J. (1993) “Dynamics of Structures”, 2nd edition, McGraw-Hill Inc.