DOI QR코드

DOI QR Code

Numerical analysis for structure-pile-fluid-soil interaction model of fixed offshore platform

  • Raheem, Shehata E. Abdel (Department of Civil Engineering, Faculty of Engineering, Assuit University) ;
  • Aal, Elsayed M. Abdel (Egypt Gas Company) ;
  • AbdelShafy, Aly G.A. (Department of Civil Engineering, Faculty of Engineering, Assuit University) ;
  • Mansour, Mahmoud H. (Department of Civil Engineering, Faculty of Engineering, Assuit University) ;
  • Omar, Mohamed (Department of Civil Engineering, Faculty of Engineering, Aswan University)
  • Received : 2019.11.08
  • Accepted : 2020.08.21
  • Published : 2020.09.25

Abstract

In-place analysis for offshore platforms is required to make proper design for new structures and true assessment for existing structures. In addition, ensure the structural integrity of platforms components under the maximum and minimum operating loads and environmental conditions. In-place analysis was carried out to verify the robustness and capability of structural members with all appurtenances to support the applied loads in either operating condition or storm conditions. A nonlinear finite element analysis is adopted for the platform structure above the seabed and the pile-soil interaction to estimate the in-place behavior of a typical fixed offshore platform. The SACS software is utilized to calculate the natural frequencies of the model and to obtain the response of platform joints according to in-place analysis then the stresses at selected members, as well as their nodal displacements. The directions of environmental loads and water depth variations have an important effect on the results of the in-place analysis behavior. The influence of the soil-structure interaction on the response of the jacket foundation predicts is necessary to estimate the loads of the offshore platform well and real simulation of offshore foundation for the in-place analysis. The result of the study shows that the in-place response investigation is quite crucial for safe design and operation of offshore platform against the variation of environmental loads.

Keywords

References

  1. Abdel Raheem, S.E., Abdel Aal, E., Abdel Shafy, A.G., Fahmy, M.F.M. and Mansour, M.H. (2020a), "Pile-Soil-Structure Interaction Effect on Structural Response of Piled Jacket-Supported Offshore Platform Through In-Place Analysis", Earthq. Struct., 18(4), 407-421. DOI: 10.12989/eas.2020.18.4.407.
  2. Abdel Raheem, S.E., Abdel Aal, E., Abdel Shafy, A.G., Fahmy, M.F.M., Omar, M. and Mansour, M.H. (2020b), "In-Place Analysis for Design Level Assessment of Fixed Offshore Platform", Ships Offshore Struct., DOI: 10.1080/17445302.2020.1787931.
  3. Abdel Raheem, S. and Abdel Aal, E. (2013), "Finite element analysis for structural performance of offshore platforms under environmental loads", Key Eng. Mater., 569-570, 159-166. DOI: 10.4028/www.scientific.net/KEM.569-570.159.
  4. Abdel Raheem, S., Abdel Aal, S., Abdel Shafy, A. and Abdel Seed, F. (2012), "Nonlinear analysis of offshore structures under wave loadings", Proceedings of the 15th World Conference on Earthquake Engineering, Paper No.3270.
  5. Abdel Raheem, S.E. (2013), "Nonlinear response of fixed jacket offshore platform under structural and wave loads", Coupled Syst. Mech., 2(1), 111-126. DOI: 10.12989/csm.2013.2.1.111.
  6. Abdel Raheem, S.E. (2016), "Nonlinear behavior of steel fixed offshore platform under environmental loads", Ships Offshore Struct., 11(1), 1-15. DOI: 10.1080/17445302.2014.954301.
  7. Abdel Raheem, S.E., Abdel Zaher, A.K. and Taha, A.M. (2018), "Finite element modeling assumptions impact on seismic response demands of MRF-buildings", Earthq. Eng. Eng. Vib., 17(4), 821-834. DOI: 10.1007/s11803-018-0478-1.
  8. Abdel Raheem, S.E. and Hayashikawa, T. (2013), "Soil-structure interaction modeling effects on seismic response of cable-stayed bridge tower", Int. J. Adv. Struct. Eng., 5(8), 1-17. DOI: 10.1186/2008-6695-5-8.
  9. Aggarwal, R.K., Litton, R.W., Cornell, C.A., Tang, W.H., Chen, J.H. and Murff, J.D. (1996), "Development of Pile Foundation Bias Factors Using Observed Behavior of Platforms during Hurricane Andrew", Offshore Technology Conference, 445-455.
  10. AISC (American Institute of Steel Construction) (2005), Specification for Structural Steel Buildings, ANSI/AISC 360-05, American Institute of Steel Construction, Inc., Chicago
  11. API (American Petroleum Institute) (1993), Recommended practice - Load Resistance Factor Design for design of offshore structures, API RP 2A-LRFD. 1st edition, July 1993, USA.
  12. API (American Petroleum Institute) (2010), Structural Integrity Management of Fixed Offshore Structures, API RP 2SIM, Offshore Technology Conference, 3-6 May, Houston, Texas, USA.
  13. API (American Petroleum Institute) (2014), Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms -Working Stress Design, API RP-2A - WSD. 22nd Edition, Washington.
  14. Asgarian, B., Shokrgozar, H.R., Shahcheraghi, D. and Ghasemzadeh, H. (2012), "Effect of soil pile structure interaction on dynamic characteristics of jacket type offshore platforms", Coupled Syst. Mech., 1(4), 381-395. DOI: 10.12989/csm.2012.1.4.381.
  15. ASME (2009), A Standard for Verification and Validation in Computational Fluid Dynamics and Heat Transfer, V&V-20.
  16. ASME (2012), An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics, V&V-10.1.
  17. Bao, Q. and Feng, H. (2011), "Finite Element Simplified Fatigue Analysis Method for a Non-tubular Joint of an Offshore Jacket Platform", J. Marine Sci. Appl., 10, 321-324. DOI: 10.1007/s11804-011-1075-0.
  18. Bea, R.G., Jin, Z., Valle, C. and Ramos, R. (1999), "Evaluation of Reliability of Platform Pile Foundations", J. Geotech. GeoEnviron. Eng., 125(8), 695-704. DOI: 10.1061/(ASCE)1090-0241(1999)125:8(696).
  19. Bentley Systems. (2011), SACS suite program (Version 5.3). Exton, PA: Bentley Systems. Retrieved from www.bentley.com
  20. Bhinder, M.A., Babarit, A., Gentaz, L. and Ferrant, P. (2015), "Potential Time Domain Model with Viscous Correction and CFD Analysis of a Generic Surging Floating Wave Energy Converter", Int. J. Marine Energy, 10, 70-96. DOI: 10.1016/j.ijome.2015.01.005.
  21. Brinkgreve, R.B. and Engin, E. (2013), "Validation of geotechnical finite element analysis", Technical Committee 103, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris.
  22. Craig, M.J.K. and Digre, K.A. (1994), "Assessment of high-consequence platforms; Issues and applications", Proceedings of the offshore technology conference, OTC 7485, Houston (TX).
  23. El-Reedy, M.A. (2015), Marine Structural Design Calculations, Butterworth-Heinemann. https://doi.org/10.1016/C2012-0-07922-7.
  24. Elsayed, T., El-Shaib, M. and Gbr, K. (2016), "Reliability of fixed offshore jacket platform against earthquake collapse", Ships Offshore Struct., 11(2), 167-181. DOI: 10.1080/17445302.2014.969473.
  25. Elsayed, T., El-Shaib, M. and Holmas, T. (2015), "Earthquake vulnerability assessment of a mobile jackup platform in the Gulf of Suez", Ships Offshore Struct., 10(6), 609-620. DOI: 10.1080/17445302.2014.942093.
  26. Ersdal, G. (2005), Assessment of existing offshore structures for life extension, Ph.D. dissertation, University of Stavanger.
  27. Gebara, J., Dolan, D., Pawsey, S., Jeanjean, P. and Dahl-Stamnes, K. (2000), "Assessment of offshore platforms under subsidence Part I: Approach", ASME J. Offshore Mech. Arctic Eng., 122, 260-266. DOI: 10.1115/1.1313530.
  28. George, J.M., Kurian, V.J. and Wahab, M.M.A. (2016), "Changes in the pushover analysis results of offshore jacket platforms due to the incorporation of the aging effect of piles", ARPN J. Eng. Appl. Sci., 11(4), 2602-2606.
  29. Golafshani, A.A., Tabeshpour, M.R. and Komachi, Y. (2009), "FEMA approaches in seismic assessment of jacket platforms (case study: Ressalat jacket of Persian Gulf)", J. Constr. Steel Res., 65, 1979-1986. DOI: 10.1016/j.jcsr.2009.06.005.
  30. Gudmestad, O.T. (2000), "Challenges in requalification and rehabilitation of offshore platforms. On the experience and developments of a Norwegian operator", J. Offshore Mech. Arctic Eng., 122(1), 3-6. DOI: 10.1115/1.533725.
  31. Haritos, N. (2007), "Introduction to the analysis and design of offshore structures - an overview. Electron", J. Struct. Eng., Special Issue: Loading on Structures, Melbourne University, 7:55- 65.
  32. Henry, Z., Jusoh, I. and Ayob, A. (2017), "Structural Integrity Analysis of Fixed Offshore Jacket Structures", Jurnal Mekanikal, 40, 23-36
  33. Ishwarya, S., Arockiasamy, M. and Senthil, R. (2016), "Inelastic Nonlinear Pushover Analysis of Fixed Jacket-Type Offshore Platform with Different Bracing Systems Considering Soil-Structure Interaction", J. Ship. Ocean Eng., 6(2016), 241-254. DOI: 10.17265/2159-5879/2016.04.006.
  34. Khandelwal, D. (2018), "Design / analysis procedures for fixed offshore platform jacket structures", Int. J. Adv. Eng. Res. Development, 5(3), 292-298.
  35. Krieger, W.F., Banon, H., Lloyd, J.R., De, R.S., Digre, K.A. and Nair, D. (1994), "Process for assessment of existing platforms to determine their fitness for purpose", Proceedings of the offshore technology conference, OTC 7482, Houston (TX).
  36. Malley, J.O. (2007), "The 2005 AISC Seismic Provisions for Structural Steel Buildings", Eng. J. Am. Inst. Steel Constr., 44, 3-14. DOI: 10.1061/40889(201)6.
  37. Nallayarasu, K. and Selvam, R.P. (2020), "Effect of anodes on wave loads of jacket members", Ships Offshore Struct., 15(4), 340-354. DOI: 10.1080/17445302.2019.1616388.
  38. Nour El-Din, M. and Kim, J.K. (2015), "Seismic performance of pile-founded fixed jacket platforms with chevron braces", Struct. Infrastruct. Eng., 11, 776-795. DOI: 10.1080/15732479.2014.910536.
  39. Petrauskas, C., Finnigan, T.D., Heideman, J.C., Vogel, M., Santala, M. and Berek, G.P. (1994), "Metocean criteria/loads for use in assessment of existing offshore platforms", Proceedings of the offshore technology conference, OTC 7484, Houston (TX).
  40. Sadian, R. and Taheri, A. (2016), "In-Place Strength Evaluation of Existing Fixed Offshore Platform Located in Persian Gulf with Consideration of Soil-Pile Interactions", Proceedings of the 18th Marine Industries Conference (MIC2016) 18-21 October 2016 - Kish Island.
  41. Sadian, R. and Taheri, A. (2017), "In-Place Strength Evaluation of Existing Fixed Offshore Platform Located in Persian Gulf with Consideration of Soil-Pile Interactions", Int. J. Coast. Offshore Eng., 1(1), 35-42. https://doi.org/10.12962/j2580-0914.v1i1.2876
  42. Scheu, M.N., Tremps, L., Smolka, U., Kolios, A. and Brennan, F. (2019), "A systematic Failure Mode Effects and Criticality Analysis for offshore wind turbine systems towards integrated condition-based maintenance strategies", Ocean Eng., 176(5), 118-133. DOI: 10.1016/j.oceaneng.2019.02.048.
  43. Zeinoddini, M., Ranjbar, P., Khalili, H., Ranaei, A., Golpour, H. and Fakheri, J. (2016), "Remaining fatigue life assessment of aging fixed steel offshore jacket platforms", Struct. Infrastruct. Eng., 12 (2), 223-238.DOI: 10.1080/15732479.2015.1009122.

Cited by

  1. The effect of pile cap stiffness on the seismic response of soil-pile-structure systems under near-fault ground motions vol.20, pp.1, 2020, https://doi.org/10.12989/eas.2021.20.1.087