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Technical policy relating to structural degradation and deterioration. Document Development – QA Sheet: Purpose of issue. Rev. Date of issue. Technical author. Policy contributions. Technical editor. Issued. 1September 0. M Birkinshaw. A Stacey Contact. M Birkinshaw - OSD4. HSE Priestly House Priestly Road Basingstoke RG2. NW. OSD Technical policy for structural degradation and deterioration (including aspects of ageing) Technical policy. Duty holders should be able to demonstrate that the degradation and deterioration of structures is kept within acceptable limits with no impairment of overall integrity. This is likely to involve a combination of: protective measures (usually implemented during original design and construction)an appropriate structural integrity management system,the monitoring of integrity in- service in order to detect degradation, andthe assessment of any anomalies found so as to determine appropriate action. It should be noted that, although this relates primarily to ongoing degradation processes, account also needs to be taken of the effects of discrete damage events (e. Nature of threat. Damage and deterioration can be the result of inadequate design and construction, operational accidents (dropped objects, boat impact for example), ageing processes or a combination. The age profile of North Sea installations show that many are now outwith their notional design life and, hence, may be susceptible to increasing and possibly rapid deterioration. The threat is that the deterioration, from whatever cause, impairs structural integrity to a level whereby safety of the installation is threatened. Managing the risk by use of techniques and methods described in the ISO Standards for offshore Structures is used to ensure that no sudden, catastrophic failure is encountered. Accident history and foreseeability. There are a number of examples of damage and deterioration, emanating from all the above mentioned causes, resulting in incidents of severed members, fatigue failures, the need for strengthening, or staffing/operational restrictions. Worldwide practice. The level of integrity has traditionally been set through prescribed Regulation in the North Sea, by an industry standard (API) for the USA, and Class Rules for mobiles and floating installations. These practices are currently being harmonized through ISO to a set of appropriate criteria, similar to those in place in Norway (NPD Regulations and guidance, NORSOK etc.). This technical policy is based on the ISO principles. Background. The most significant degradation mechanisms for offshore structures are under design, fatigue, corrosion, and impact resulting in fracture. Fatigue of an inadequately designed and constructed detail was a major factor in the Alexander Kielland disaster in 1. From our main office located in Rotterdam, the largest logistics and industrial hub in Europe, we offer innovative. Offshore installation moorings Offshore Information Sheet No 4/2013 (Issued October 2013) Contents. Introduction. Search & display information about international, national, regional and corporate. More recently, cracking has occurred on a number of installations and this has led to the complete severance of members in a few cases. Corrosion is an ever- present hazard in a marine environment. Although it has not led to any major failures in the North Sea to date, it has been strongly implicated in a number of incidents in the shipping industry. The general principles to be applied are in ISO 1. Assessment of Existing Structures) and 1. Offshore Structures – General Requirements)Fixed structures. ISO 1. 99. 02 for Steel, ISO 1. Concrete. Floating structures ISO 1. Floating Installations, and. Jack ups 1. 99. 05 –1 for Jack Ups Legal requirements. Offshore Installations and Wells (Design and Construction, etc) Regulations 1. DCR), Regulations 4, 5(1)(a) and (e), 6, 8 and 9 Offshore Installations (Safety Case) Regulations 2. SCR), Regulations 1. The Offshore Installations (Prevention of Fire and Explosion, and Emergency Response) Regulations 1. PFEER), Regulations 4 and 5 Remedial actions. Remedial actions will depend on the degree of lack of conformance with the relevant ISO Standard and original design intent. However of utmost importance is that the discovery of deterioration and degradation be undertaken in a systematic way within a well- formed structural integrity management system. Remedial actions may take the form of: re- analysis of integrity to ascertain theoretical level of integrity impairment leading to action plan for restoration; inspection to ascertain level of integrity impairment leading to reassessment of integrity; increased inspection intervals; repairs; ora combination of the above. It is expected that protective measures enshrined in good engineering practice will be provided during initial design and construction, as well as monitoring carried out during the life cycle. A number of possible control measures are listed below: Design and detailing to minimize stress concentrations and possible opportunities for crack initiation. Design of connections and details with fatigue lives that are many times greater than the planned service life. Construction of connections and details to ensure smooth weld profiles and avoid possible sources of defects. Design and detailing to minimize opportunities for corrosion. Provision of coatings to protect against corrosion. Provision of cathodic protection systems to protect against corrosion. Assessment of redundancy and reserve strength in order to identify the criticality of members and joints. Relevant Publications. References. This section contains references that are relevant concerning the subject matter of this technical policy e. Offshore Information Sheet 4/2. ABS 2. 00. 3, American Bureau of Shipping, Guide for the Fatigue Assessment of Offshore Structures,API 1. American Petroleum Institute, Recommended Practice for Planning, Designing & Constructing Fixed Offshore Platforms, API RP 2. A. 2. 0th edition,API 1. American Petroleum Institute, Recommended Practice for Planning, Designing & Constructing Fixed Offshore Platforms API RP 2. A, section 1. 7 – assessment of existing installations,Dn. V 1. 99. 1, Det Norske Veritas, - Classification Note 3. Structural reliability methods. Dn. V 1. 99. 3, Det Norske Veritas, Recommended Practice – Cathodic Protection Design, RP B4. Dn. V 2. 00. 0, Det Norske Veritas, Fatigue Strength Analysis of Offshore Steel Structures, RP- C2. Dn. V, 2. 00. 3, Det Norske Veritas, Offshore Service Specifications DNV- OSS- 1. Special provisions for ageing units. HSE, 1. 99. 9, Detection of Damage to Underwater Tubulars and its effect on strength OTO 9. HSE Books 1. 99. 9HSE, 1. Assessment of the Historical Development of Fixed Offshore Structure Design Codes OTO 9. HSE Books 1. 99. 9HSE 2. Review of the performance of high strength steels used offshore, Research Report 1. HSE Books 2. 00. 3ISO 1. Standards, ISO 2. General Principles on reliability for structures, DIS, 1. ISO 2. 00. 1, Bases for design of structures – assessment of existing structures, ISO 1. ISO 2. 00. 2, Petroleum & Natural Gas Industries – General Requirements for Offshore Structures, BS EN ISO1. NORSOK 1. 99. 8, Design of Steel Structures, N- 0. NORSOK 1. 99. 7, Structural Design, N- 0. NORSOK 1. 99. 7, Cathodic Protection, M- 5. NORSOK 1. 99. 7., Condition Monitoring of Load bearing Structures, N- 0. Stacey A, Birkinshaw M, Sharp J. V., 2. 00. 2, Reassessment Issues in Life Cycle Structural Integrity. Management of Fixed Offshore Installations, OMAE Conference Oslo, Paper no. Pertinent technical issues. This policy emphasises a management approach to activities associated with maintaining integrity. This should ensure a life cycle approach to damage and deterioration which is important in understanding the integrity and history of degradation and repair. Clearly an important requirement is that acceptable limits are defined, using an appropriate mix of member and joint criticality, fatigue life, and past inspection history. Continuous monitoring of integrity, which can include automatic leak in void spaces, stress and strain measurements, acoustic emission sensing, or natural frequency measurement. Taking appropriate action in the event of degradation that is outside acceptable limits.
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