Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Assessing the Effectiveness of Stiffener Rings in Mitigating the Surge Buckling Fragility of Above-Ground Storage Tanks

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

Above ground storage tanks (ASTs) are thin walled structures that often store hazardous substances. In the United States, a large number of these ASTs are situated near the coast, such as the 4200 tanks in the Houston Ship Channel. Proximity to the coast makes these tanks vulnerable to the multiple threats posed by hurricanes, such as wind and storm surge. During hurricanes Katrina and Rita, several AST failures were reported leading to spillage of over seven million gallons of petrochemical substances. Such spills have catastrophic impact on the surrounding environment and habitat. Reconnaissance reports identify floatation and wind buckling of ASTs as the primary modes of failure. Since floatation failure of ASTs may cause catastrophic spills, one of the solutions is to anchor the tanks to their foundations. This solution may prevent floatation of tanks; however, a recent study, by the authors, suggests that large external hydrostatic pressure due to storm surge may buckle the thin shells of ASTs containing a low level of produce. Buckling of the tank shell may cause delays in resuming operations of facilities and may even rupture the shell leading to a spill. In order to prevent such failures, this study aims to assess the effect of stiffener rings, which are known to be effective in preventing wind buckling but have yet to be evaluated for their potential to mitigate surge buckling probability. For this purpose, surge buckling fragility of a representative tank from the Houston Ship Channel will be evaluated with and without stiffener rings. Such fragility models depict the conditional probability of buckling given surge and internal liquid level. In order to derive the fragilities, buckling simulations in the finite element software package LS-DYNA will be conducted across a range of surge elevations and internal liquid levels, while propagating uncertainty in other modeling parameters. The results of this study aid in assessing a potential surge buckling mitigation strategy which may prevent catastrophic spills and reduce delays in resuming operations in industrial facilities after hurricanes. Future work will evaluate the surge risk to a portfolio of tanks and explore the application of stiffener rings along with other structural and regional protective strategies for mitigating risks across the region.

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ACKNOWLEDGEMENTS

The authors would like to acknowledge the support for this research by the Houston Endowment and the Shell Center for Sustainability. Any opinions, findings, and conclusions or recommendations expressed herein are those of the authors and do not necessarily reflect the views of the funding agencies. The authors would also like to acknowledge computational facilities provided by Data Analysis and Visualization Cyberinfrastructure (NSF grant OCI-0959097).

REFERENCES

API (2013) 650: Welded steel tanks for oil storage. Washington, DC: API
ASCE (1990) Minimum Design Loads for Buildings and Other Structures (ASCE 7-88). American Society of Civil Engineers, New York
Chen L, Rotter JM (2012) Buckling of anchored cylindrical shells of uniform thickness under wind load. Eng Struct 41:199–208. https://doi.org/10.1016/j.engstruct.2012.03.046
Cruz A, Krausmann E, Franchello G (2011) Analysis of tsunami impact scenarios at an oil refinery. Natural hazards 58 (1):141–162.
Flores FG, Godoy LA (1998) Buckling of short tanks due to hurricanes. Eng Struct 20 (8):752–760. https://doi.org/10.1016/S0141-0296(97)00109-0
Godoy L (2007) Performance of Storage Tanks in Oil Facilities Damaged by Hurricanes Katrina and Rita. J Perform Constr Facil 21 (6):441–449.
Godoy LA, Flores FG (2002) Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks. Structural Engineering and Mechanics 13 (5):533–542
Hallquist J (2007) Manual, LS-DYNA Keyword User’s Version 971
Kameshwar S, Padgett JE (2015a) Fragility Assessment of Above Ground Petroleum Storage Tanks under Storm Surge. Paper presented at the 12th International Conference on Applications of Statistics and Probability in Civil Engineering, Vancouver, Canada, July 12-15, 2015
Kameshwar S, Padgett JE (2015b) Stochastic Modeling of Geometric Imperfections in Aboveground Storage Tanks for Probabilistic Buckling Capacity Estimation. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Kameshwar S, Padgett JE (Accepted) Stochastic modeling of geometric imperfections in above ground storage tanks for probabilistic buckling capacity estimation. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Maki AW (1991) The Exxon Valdez oil spill: Initial environmental impact assessment. Part 2. Environmental Science & Technology 25 (1):24–29
McKay MD, Beckman RJ, Conover WJ (1979) Comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics 21 (2):239–245
msnbc.com news services (2006) $330 million settlement deal in Katrina oil spill. http://www.nbcnews.com/id/15004868/ns/us_news-environment/t/million-settlement-deal-katrina-oil-spill/#.VeWtoPlViko. Accessed September 1 2015
Naito C, Cox D, Yu Q-SK, Brooker H (2012) Fuel Storage Container Performance during the 2011 Tohoku Japan Tsunami. J Perform Constr Facil
Palinkas L, Downs M, Petterson J, Russell J (1993) Social, Cultural, and Psychological Impacts of the Exxon Valdez Oil Spill. Human Organization 52 (1):1–13
Portela G, Godoy LA (2005) Wind pressures and buckling of cylindrical steel tanks with a dome roof. J Constr Steel Res 61 (6):808–824. https://doi.org/10.1016/j.jcsr.2004.11.001
Sakakiyama T, Matsuura S, Matsuyama M (2009) Tsunami Force Acting on Oil Tanks and Buckling Analysis for Tsunami Pressure. Journal of Disaster Research 4 (6):427–434
Teng JG, Rotter JM (2006) Buckling of thin metal shells. Spon Press, London
United States Environmental Protection Agency (2005) Murphy Oil Spill. http://www.epa.gov/katrina/testresults/murphy/. Accessed Spetember 1 2015
Virella JC, Godoy LA, Suárez LE (2003) Influence of the roof on the natural periods of empty steel tanks. Eng Struct 25 (7):877–887. https://doi.org/10.1016/S0141-0296(03)00022-1

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Published In

Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 180 - 187
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

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Published online: Jul 11, 2017
Published in print: Jul 11, 2017

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Authors

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Sabarethinam Kameshwar [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005. E-mail: [email protected]
Jamie E. Padgett [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005. E-mail: [email protected]

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