کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
303834 512756 2016 18 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Dynamic stiffness of monopiles supporting offshore wind turbine generators
ترجمه فارسی عنوان
سختی دینامیکی تک قطبیها که از ژنراتورهای توربین بادی دریایی حمایت می کند
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• Analytical model to obtain stiffness of rigid and flexible piles in a unified framework.
• Obtaining deformations of offshore wind turbine foundations.
• Applicability of DNV p–y curves to offshore wind turbines.
• Damping of monopiles and comparison with flexible piles.

Very large diameter steel tubular piles (up to 10 m in diameter, termed as XL or XXL monopiles) and caissons are currently used as foundations to support offshore Wind Turbine Generators (WTG) despite limited guidance in codes of practice. The current codes of practice such as API/DnV suggest methods to analysis long flexible piles which are being used (often without any modification) to analyse large diameter monopiles giving unsatisfactory results. As a result, there is an interest in the analysis of deep foundation for a wide range of length to diameter (L/D) ratio embedded in different types of soil.This paper carries out a theoretical study utilising Hamiltonian principle to analyse deep foundations (L/D≥2L/D≥2) embedded in three types of ground profiles (homogeneous, inhomogeneous and layered continua) that are of interest to offshore wind turbine industry. Impedance functions (static and dynamic) have been proposed for piles exhibiting rigid and flexible behaviour in all the 3 ground profiles. Through the analysis, it is concluded that the conventional Winkler-based approach (such as p–y curves or Bean-on-Dynamic Winkler Foundations) may not be applicable for piles or caissons having aspect ratio less than about 10 to 15. The results also show that, for the same dimensionless frequency, damping ratio of large diameter rigid piles is higher than long flexible piles and is approximately 1.2–1.5 times the material damping. It is also shown that Winkler-based approach developed for flexible piles will under predict stiffness of rigid piles, thereby also under predicting natural frequency of the WTG system. Four wind turbine foundations from four different European wind farms have been considered to gain further useful insights.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soil Dynamics and Earthquake Engineering - Volume 88, September 2016, Pages 15–32
نویسندگان
, ,