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Hybrid finite element method development for offshore structures’ calculation with the implementation of industry standards

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In the design process of offshore steel structures, it is typical to employ commercial calculation codes in which simulation and evaluation of results are performed on the basis of the available standards (e.g. API, DNV, Lloyds). The modeling and solution rely on finite element methods and cover the simulation of the structure’s properties along with the influence of the marine environment – sea currents, wave and wind loading, as well as the influence of vibrations, buoyancy and accompanying mass of water. Both commercial and open source mathematical modeling software which is available nowadays allows for cost effective and flexible implementation of advanced models for offshore industrial structures with high level of credibility and safety. The models can be built to suit task-specific requirements and evaluated on the basis of the selected criterial system best suited to the needs of the customer. Examples of methodology for environmental and structural model development are presented, along with simulation results covering a wide scope of data, ranging from stress and deformation to resonant characteristics and issues of technological feasibility.
Rocznik
Tom
Strony
90--100
Opis fizyczny
Bibliogr. 34 poz., rys.
Twórcy
  • Gdansk University of Technology, ul. G.Narutowicza 11/12, 80-233 Gdańsk, Poland
  • Gdansk University of Technology, ul. G.Narutowicza 11/12, 80-233 Gdańsk, Poland
Bibliografia
  • 1. American Bureau of Shipping (ABS), Rules for Building and Classing Offshore Installations, Special Committee on Offshore Installations, New York, 1997.
  • 2. American Petroleum Institute, RP 2A-WSD Planning, Designing, and Constructing Fixed Offshore Platforms – Working Stress Design, 2015.
  • 3. Bureau Veritas, Marine & Offshore Division, Rules for the Classification of Offshore Units PART B – Structural Safety, Chapters 1 – 2 – 3, NR 445.B1 DT R05 E, Neuilly sur Seine, France, December 2016
  • 4. Chakrabarti S.K., Hydrodynamics of offshore Structures, Computational Mechanics Publications, 1987.
  • 5. Chakrabarti, S. K. (ed) 2005. Handbook of Offshore Engineering, San Francisco: Elsevier.
  • 6. CMPT, Floating Structures: A Guide for Design and Analysis, editor: N. Baltrop, Oilfield Publications, Inc., 1998.
  • 7. Faltinsen O.M., Sea Loads on Ships and offshore Structures, Cambridge Ocean Technology Series, Cambridge University Press, 1990.
  • 8. Hare J., Johnson M., Underlying Causes of Offshore Incidents FP/09/21, Health & Safety Laboratory UK, 2009
  • 9. Jensen J.J., Dynamic Amplification of Offshore Steel Platform Response due to Non-Gaussian Wave Loads, Marine Structures, tom 7, str. 91÷105, 1994.
  • 10. Kruszewski J., Wittbrodt E., Walczyk Z., Vibrations of mechanical systems in computer approach (in Polish), Volume 1 and 2, WNT, Warsaw 1996.
  • 11. Kruszewski J., Sawiak S., Wittbrodt E.: Rigid finite element method in dynamics of structures (in Polish). Warsaw: WTN, 1999.
  • 12. Kruszewski J., Gawroński W., Wittbrodt E., Najbor F., Grabowski S., Rigid finite element method (in Polish), Warsaw: Arkady, 1975.
  • 13. Lloyds Register of Shipping. 1988. LRS Code for Offshore Platforms, London.
  • 14. Norsok Standard, Subsea Structures and Piping System, Rev. 2, June 1998
  • 15. Olszewski H.: The effect of foundation on dynamic characteristics of power turbine set (in Polish). Ph.D. thesis. Gdansk: PG, 2001
  • 16. Polish Register of Shipping, Publication No. 105/P Rules for Construction and Survey of Fixed Offshore Platforms, 2014
  • 17. Sarpkaya T., Isaacson M., Mechanics of Wave Forces on offshore Structures, Van Nostrand Reinhold Co., 1981.
  • 18. Uhl T.: Computer-aided identification of models of mechanical constructions (in Polish). Warsaw: WNT, 1997.
  • 19. Wittbrodt E., Dynamics of systems with time-dependent configuration: Finite Element Method (in Polish). Gdansk: Zeszyty Naukowe Politechniki Gdanskiej, nr 364, Mechanika XLVI, 1983.
  • 20. Wittbrodt E., Adamiec-Wójcik I., Wojciech S., Dynamics of flexible multibody systems: Rigid finite element method, Berlin, Heidelberg, New York, Springer Verl., 2006.
  • 21. Zhao C.T., Bai Y., Shin Y., Extreme Response and Fatigue Damages for FPSO Structural Analysis, Proc. of ISOPE’2001, 2001.
  • 22. Zhang D., Yu S., Wang Y., Yue Q, Sea ice management for oil and gas platforms in the Bohai sea, Dalian University of Technology, China, Polish Maritime Research S.I. 2017 S2 (94) 2017 Vol. 24; pp. 195-204
  • 23. Wang Z., Zhang B., Wang T., Analysis and experiments on sea load and fastened mechanics on pipe clamps, Polish Maritime Research S.I. 2017 S2 (94) 2017 Vol. 24; pp. 74-80
  • 24. Kruszewski J., Wittbrodt E., Sawiak S.: Computer Aided Design (CAD): Rigid finite element method in dynamics of structures (in Polish), WNT, Warsaw 1999.
  • 25. Kruszewski J., Wittbrodt E.: Vibrations of mechanical systems in computer approach. Volume I; Linear issues (in Polish), WNT, Warsaw 1992.
  • 26. Kruszewski J., Wittbrodt E., Walczyk Z.: Vibrations of mechanical systems in computer approach. Volume II; Selected issues (in Polish), WNT, Warsaw 1993.
  • 27. Kruszewski J., Gawroński W., Wittbrodt E., Najbar F., Grabowski S.: Rigid finite element method (in Polish), Wydawnictwo Arkady, Warsaw 1975.
  • 28. UK Health & Safety Executive: Offshore workforce involvement and consultation. Offshore Installations (Safety Representatives and Safety Committees) Regulations, 1989.
  • 29. DNV-RP-H103: Modelling and Analysis of Marine Operations
  • 30. DNV-RP-C205: ENVIRONMENTAL CONDITIONS AND ENVIRONMENTAL LOADS
  • 31. NORSOK N-003:2017: Actions and action effects
  • 32. NORSOK N-006:2015: Assessment of structural integrity for existing offshore load-bearing structures.
  • 33. NORSOK N-004:2013: Design of steel structures.
  • 34. Massel S.R.: Ocean Surface Waves: Their Physics and Prediction, Advanced Series on Ocean Engineering – Volume 86, 2nd Edition, World Scientific, 1996.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-df5a7a28-104b-4eb6-87c6-79d2f625d8ba
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