Book contents
- Ship-Shaped Offshore Installations
- Cambridge Ocean Technology Series
- Ship-Shaped Offshore Installations
- Copyright page
- Contents
- Preface to the Second Edition
- Preface to the First Edition
- 1 Introduction to Ship-Shaped Offshore Installations
- 2 Structural Steel Selection and Construction
- 3 Ocean Environmental Conditions
- 4 Site-Specific Wave-Induced Hull Girder Loads
- 5 Serviceability Limit States
- 6 Fatigue Limit States
- 7 Ultimate Limit States
- 8 Accidental Limit States
- 9 Mooring System Engineering
- 10 Sloshing Impact Engineering
- 11 Seismic Impact Engineering
- 12 Aircraft Impact Engineering
- 13 Quantitative Risk Assessment and Management
- 14 Life-Cycle Corrosion Assessment and Management
- 15 Lifetime Healthcare and Safe Decommissioning
- Book part
- Index
- References
8 - Accidental Limit States
Published online by Cambridge University Press: 27 January 2022
Book contents
- Ship-Shaped Offshore Installations
- Cambridge Ocean Technology Series
- Ship-Shaped Offshore Installations
- Copyright page
- Contents
- Preface to the Second Edition
- Preface to the First Edition
- 1 Introduction to Ship-Shaped Offshore Installations
- 2 Structural Steel Selection and Construction
- 3 Ocean Environmental Conditions
- 4 Site-Specific Wave-Induced Hull Girder Loads
- 5 Serviceability Limit States
- 6 Fatigue Limit States
- 7 Ultimate Limit States
- 8 Accidental Limit States
- 9 Mooring System Engineering
- 10 Sloshing Impact Engineering
- 11 Seismic Impact Engineering
- 12 Aircraft Impact Engineering
- 13 Quantitative Risk Assessment and Management
- 14 Life-Cycle Corrosion Assessment and Management
- 15 Lifetime Healthcare and Safe Decommissioning
- Book part
- Index
- References
Summary
Accidental limit states (ALS) are one of four types of limit states (described in Section 5.1), and they represent a condition in which a particular structural member or an entire structure fails to perform its designated function as a result of excessive structural damage, resulting from accidents such as unintended flooding, collisions, fires or explosions (Paik 2018, 2020). A range of adverse events may ensue if ALS are reached on a ship-shaped offshore installation, including severe injuries or loss of life among the crew and severe damage to and/or loss of property, with consequent substantial financial losses and environmental pollution.
- Type
- Chapter
- Information
- Ship-Shaped Offshore InstallationsDesign, Construction, Operation, Healthcare and Decommissioning, pp. 262 - 287Publisher: Cambridge University PressPrint publication year: 2022
References
Bae, M. H. and Paik, J. K. (2018). ‘Effects of structural congestion and surrounding obstacles on the overpressure loads in explosions: experiment and CFD simulations’. Ships and Offshore Structures, 13(2): 165–180.Google Scholar
HSE (2001). Stability. Offshore Technology Report, OTO 2001/049, Health and Safety Executive, London.Google Scholar
INA (2002). Guidelines for the Design of Fender Systems. Report of Working Group 33 of the Maritime Navigation Commission, International Navigation Association, Brussels.Google Scholar
Ince, S. T., Kumar, A. and Paik, J. K. (2017a). ‘A new constitutive equation on ice materials’. Ships and Offshore Structures, 12(5): 610–623.Google Scholar
Ince, S. T., Kumar, A., Park, D. K. and Paik, J. K. (2017b). ‘An advanced technology for structural crashworthiness analysis of a ship colliding with an ice-ridge: Numerical modelling and experiments’. International Journal of Impact Engineering, 110: 112–122.Google Scholar
Johnson, G. R. and Cook, W. H. (1983). A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures. Proceedings of 7th International Symposium on Ballistics, The Hague, 541–547, 19–21 April.Google Scholar
Jones, S. J. (2007). ‘A review of the strength of iceberg and other freshwater ice and the effect of temperature’. Cold Regions Science and Technology, 47(3): 256–262.Google Scholar
Mujeeb-Ahmed, M. P., Ince, S. T. and Paik, J. K. (2020). ‘Computational models for the structural crashworthiness analysis of a fixed-type offshore platform in collisions with an offshore supply vessel’. Thin-Walled Structures, 154, doi: 10.1016/j.tws.2020.106868.Google Scholar
Mujeeb-Ahmed, M. P. and Paik, J. K. (2019). ‘A probabilistic approach to determine design loads for collision between an offshore supply vessel and offshore installations’. Ocean Engineering, 173: 358–374.Google Scholar
Mujeeb-Ahmed, M. P. and Paik, J. K. (2021). ‘Quantitative collision risk assessment of a fixed-type offshore platform with an offshore supply vessel’. Structures, 29: 2139–2161.Google Scholar
Ozguc, O. (2017). ‘Structural damage of ship–FPSO collisions’. Journal of Marine Engineering & Technology, 18(1): 1–35.Google Scholar
Paik, J. K. (2018). Ultimate Limit State Analysis and Design of Plated Structures. 2nd Edition, John Wiley & Sons, Chichester.Google Scholar
Paik, J. K. (2020). Advanced Structural Safety Studies with Extreme Conditions and Accidents. Springer, Singapore.Google Scholar
Paik, J. K., Kim, S. J., Lee, J. C., Seo, J. K., Kim, B. J. and Ha, Y. C. (2014). ‘A new procedure for the nonlinear structural response analysis of offshore installations in explosions’. Proceedings of Annual Meeting of the Society of Naval Architects and Marine Engineers, Houston, TX, 22–24 October.Google Scholar
Paik, J. K., Kim, J. H., Park, S. I., Islam, S. and Lee, D. H. (2013). ‘A new procedure for the nonlinear structural response analysis of offshore installations in fires’. Proceedings of Annual Meeting of the Society of Naval Architects and Marine Engineers, Bellevue, WA, 6–8 November.CrossRefGoogle Scholar
Ritchie, G. (2008). Offshore Support Vessels: A Practical Guide. The Nautical Institute, London.Google Scholar
Ryu, M. G., He, K., Lee, D. H., Park, S. I., Thomas, G. and Paik, J. K. (2021). ‘Finite element modelling for the progressive collapse analysis of steel stiffened-plate structures in fires’. Thin-Walled Structures, 159, doi: 10.1016/j.tws.2020.107262.Google Scholar
Schulson, E. M. (2001). ‘Brittle failure of ice’. Engineering Fracture Mechanics, 68: 1839–1887.Google Scholar
Skallerud, B. and Amdahl, J. (2002). Nonlinear Analysis of Offshore Structures. Research Studies Press, Baldock, Hertfordshire.Google Scholar
Timco, G. W. and O’Brien, S. (1994). ‘Flexural strength equation for sea ice’. Cold Regions Science Technology, 22: 285–298.Google Scholar
Wierzbicki, T. and Abramowicz, W. (1983). ‘On the crushing mechanics of thin-walled structures’. Journal of Applied Mechanics, 50: 727–734.Google Scholar