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Rapid response calculation of LNG cargo containment system under sloshing load using wavelet transformation

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주제분류조선공학

초록

Reliable strength assessment of the Liquefied Natural Gas (LNG) cargo containment system under the sloshing impact load is very difficult task due to the complexity of the physics involved in, both in terms of the hydrodynamics and structural mechanics. Out of all those complexities, the proper selection of the design sloshing load which is applied to the structural model of the LNG cargo containment system, is one of the most challenging one due to its inherent randomness as well as the statistical analysis which is tightly linked to the design sloshing load selection. In this study, the response based strength assessment procedure of LNG cargo containment system has been developed and proposed as an alternative design methodology. Sloshing pressure time history, measured from the model test, is decomposed into wavelet basis function targeting the minimization of the number of the basis function together with the maximization of the numerical efficiency. Then the response of the structure is obtained using the finite element method under each wavelet basis function of different scale. Finally, the response of the structure under entire sloshing impact time history is rapidly calculated by synthesizing the structural response under wavelet basis function. Through this analysis, more realistic response of the system under sloshing impact pressure can be obtained without missing the details of pressure time history such as rising pattern, oscillation due to air entrapment and decay pattern and so on. The strength assessment of the cargo containment system is then performed based on the statistical analysis of the stress peaks selected out of the obtained stress time history.

Abstract

Reliable strength assessment of the Liquefied Natural Gas (LNG) cargo containment system under the sloshing impact load is very difficult task due to the complexity of the physics involved in, both in terms of the hydrodynamics and structural mechanics. Out of all those complexities, the proper selection of the design sloshing load which is applied to the structural model of the LNG cargo containment system, is one of the most challenging one due to its inherent randomness as well as the statistical analysis which is tightly linked to the design sloshing load selection. In this study, the response based strength assessment procedure of LNG cargo containment system has been developed and proposed as an alternative design methodology. Sloshing pressure time history, measured from the model test, is decomposed into wavelet basis function targeting the minimization of the number of the basis function together with the maximization of the numerical efficiency. Then the response of the structure is obtained using the finite element method under each wavelet basis function of different scale. Finally, the response of the structure under entire sloshing impact time history is rapidly calculated by synthesizing the structural response under wavelet basis function. Through this analysis, more realistic response of the system under sloshing impact pressure can be obtained without missing the details of pressure time history such as rising pattern, oscillation due to air entrapment and decay pattern and so on. The strength assessment of the cargo containment system is then performed based on the statistical analysis of the stress peaks selected out of the obtained stress time history.

참고문헌 (13)

  1. American Bureau of Shipping, "Strength assessment of membrane type LNG containment systems under sloshing loads", ABS Guidance Notes, ~ (2006)
  2. Bureau Veritas, "Strength assessment of LNG membrane tanks under sloshing loads", BV Guidance Note, ~ (2011)
  3. Det Norske Veritas, "Sloshing analysis of LNG membrane tanks. DNV Classification Notes No", Sloshing analysis of LNG membrane tanks. DNV Classification Notes No.30.9, ~ (2006)
  4. Fillon, B., "Statistical postprocessing of long-duration sloshing test", Proceedings of the 21st International offshore and polar engineering conference. Hawaii, USA (2011)
  5. Gavory, T., "Sloshing in membrane LNG carriers and its consequences from a designer’s perspective", 19th ISOPE Conference. Osaka, Japan, pp.13~20 (2009)
  6. Graczyk, M., "A probabilistic assessment of design sloshing pressure time histories in LNG tanks", Ocean Engineering, 35(8-9), pp.834~855 (2008)
  7. Kim, J.W., "Response-based evaluation of design sloshing loads for membrane-type LNG carriers", 26th International Conference on Offshore Mechanics and Arctic Engineering, San Diego, USA, pp.1~9 (2007)
  8. Kim, Y., "Strength assessment on the cargo containment system of offshore LNG unit under sloshing impact load", 11th PRADS Conference. Rio de Janeiro, Brazil (2010)
  9. Kuo, J. F., "LNG tank sloshing assessment methodology – The new generation", 19th ISOPE Conference. Osaka, Japan (2009)
  10. Lloyd Register, "Sloshing assessment guidance document for membrane tank LNG operations", LR Guidance Notes, ~ (2009)
  11. Nho, I. S., "Parametric investigation on the simplified triangular impulses of sloshing pressure and categorization of the structural response on the Mark III LNG CCS", Proceedings of the 22nd International Offshore and Polar Engineering Conference. Rhodes, Greece (2012)
  12. Pastoor, W., "Sloshing load and response in LNG carriers for new designs, new operations and new trades", Proceedings of Gastech. Bilbar, Spain (2005)
  13. Rognebakke, O., "Sloshing impact design load assessment", 19th ISOPE Conference. Osaka, Japan, pp.252~260 (2009)

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