مشخصات مقاله | |
ترجمه عنوان مقاله | گسترش عدم قطعیت در طراحی علمک های لوله انعطاف پذیر دریایی |
عنوان انگلیسی مقاله | Uncertainties Propagation within Offshore Flexible Pipes Risers Design |
انتشار | مقاله سال 2018 |
تعداد صفحات مقاله انگلیسی | 12 صفحه |
هزینه | دانلود مقاله انگلیسی رایگان میباشد. |
پایگاه داده | نشریه الزویر |
نوع نگارش مقاله |
مقاله پژوهشی (Research Article) |
مقاله بیس | این مقاله بیس میباشد |
نوع مقاله | ISI |
فرمت مقاله انگلیسی | |
ایمپکت فاکتور(IF) |
0.970 در سال 2018 |
شاخص H_index | 51 در سال 2019 |
شاخص SJR | 0.277 در سال 2018 |
شناسه ISSN | 1877-7058 |
مدل مفهومی | ندارد |
پرسشنامه | ندارد |
متغیر | دارد |
رفرنس | دارد |
رشته های مرتبط | مهندسی مکانیک، مهندسی عمران |
گرایش های مرتبط | ساخت و تولید، سازه های دریایی |
نوع ارائه مقاله |
ژورنال و کنفرانس |
مجله / کنفرانس | پروسیدیای مهندسی – Procedia Engineering |
دانشگاه | TechnipFMC, FlexiFrance, Le Trait, France |
کلمات کلیدی | سازه های دریایی، علمک لوله انعطاف پذیر، فرسودگی، تجزیه و تحلیل قابلیت اطمینان ساختاری، بهینه سازی طراحی |
کلمات کلیدی انگلیسی | offshore structures ; flexible pipe riser ; fatigue ; structural reliability analysis ; design optmization |
شناسه دیجیتال – doi |
https://doi.org/10.1016/j.proeng.2018.02.067 |
کد محصول | E12580 |
وضعیت ترجمه مقاله | ترجمه آماده این مقاله موجود نمیباشد. میتوانید از طریق دکمه پایین سفارش دهید. |
دانلود رایگان مقاله | دانلود رایگان مقاله انگلیسی |
سفارش ترجمه این مقاله | سفارش ترجمه این مقاله |
فهرست مطالب مقاله: |
Abstract
1. Introduction 2. Flexible pipe design 3. Reliability approach to flexible pipe design 4. Project application and associated sensitivity analysis 5. Conclusion and perspectives References |
بخشی از متن مقاله: |
Abstract
Flexible riser systems offer operators a robust method of producing oil and gas fields in harsh environments. Systems are currently designed using a mixture of local and international standards such that they can withstand conditions with a sufficient margin of safety. Flexible pipes have been installed for water depth exceeding 2500m. The application of reliability methods to determine the design of offshore systems such as jackets and ship hulls is well developed and has a long and successful track record. Flexible risers are subjected to the same random environmental loads. While probabilistic methods have been explored, they have yet to be applied in any meaningful manner to the fatigue limit state. How to account in the most robust manner for uncertainties within the loading has become critical for deriving cost effective and robust design rules for flexible risers. Especially the layer of the flexible riser bearing the tensile load, named tensile armours, is critical in the design in many of the deep-water developments. In this paper, multiple structures designed for west of Africa and the North Sea are investigated through a reliability method. Typical Uncertainties within the global riser motions, the local stress computations and in the stress-life curve resistance are accounted for. Demonstration is made that for the same uncertainties the variables influencing the reliability of the structure differ. Finally, the comparison with actual international design rules is made through the value of the safety factor applied on the design life. Introduction Flexible riser systems are a robust method of producing oil and gas fields in a range of locations. Often, these locations are most economically developed using a floating production vessel with flexible risers linked to the subsea infrastructure. Many applications are in locations which experience harsh environments and high seas like West-of-Shetland, South Atlantic or Offshore Canada. Designing flexible riser systems to withstand these conditions with a sufficient margin of safety while still making them economically viable remains a challenge. Flexible riser systems are currently designed using a mixture of local and international standards [1, 2]. Once an initial geometry has been determined, fatigue dynamic analysis using proprietary finite element analysis codes and models (e.g. [3]) is performed. An agreed, between operator and manufacturer, deterministic load case matrix over the scatter diagram is used. For this specific failure mode, uncertainties in the resistance side are accounted for using validated fatigue curves established based on international standards such as ASTM E739-10 [4]. The low frequency, wave induced, fatigue limit state may govern the design of flexible pipe for harsh environments or accidental loading conditions (e.g. flooded annulus). |