Condition Assessment Techniques for Aged Fixed-Type Offshore Platforms Considering Decommissioning: a Historical Review

Author:

Wahab Mohamed Mubarak Abdul,Kurian V. John,Liew Mohd Shahir,Kim Do Kyun

Abstract

AbstractIn this study, the technical papers on structural condition assessment of aged fixed-type offshore platforms reported over the past few decades are presented. Other ancillary related works are also discussed. Large numbers of researches are available in the area of requalification for life extension of offshore jacket platforms. Many of these studies involve reassessment of existing platforms by means of conducting pushover analysis, a static nonlinear collapse analysis method to evaluate the structure nonlinear behaviour and capacity beyond the elastic limit. From here, the failure mechanism and inherent reserve strength/capacity of the overall truss structure are determined. This method of doing reassessment is described clearly in the industry-adopted codes and standards such the API, ISO, PTS and NORSOK codes. This may help understand the structural behaviour of aged fixed offshore jacket structures for maintenance or decommissioning.

Funder

Newcastle University

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Ocean Engineering

Reference197 articles.

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2. Alessi L, Correia JAFO, Fantuzzi N (2019) Initial design phase and tender designs of a jacket structure converted into a retrofitted offshore wind turbine. Energ 12(4):659. https://doi.org/10.3390/en12040659

3. Amer MY (2010) Development of structural regional acceptance criteria for existing fixed offshore structures in the Arabian gulf. The Abu Dhabi International Petroleum Exhibition and Conference, 1-4 November, Abu Dhabi, UAE

4. Ang AHS, Tang WH (2007) Probability concepts in engineering: emphasis on applications to civil and environmental engineering (V. 1). John Wiley & Sons, Hoboken, NJ, USA

5. API (1993) Recommended practice for planning, designing and constructing fixed offshore platforms—load and resistance factor design (API RP 2A-LRFD). American Petroleum Institute, Washington

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