海上風(fēng)機(jī)基礎(chǔ)結(jié)構(gòu)過(guò)渡段優(yōu)化設(shè)計(jì)研究
[Abstract]:Offshore wind energy is one of the most promising clean and renewable energy sources. The development of large-scale offshore wind farms plays an important role in adjusting the energy structure and improving the environment, and is also an important part of the national sustainable development strategy. But in order to build large-scale offshore wind farms, offshore wind power generators can not be built without infrastructure. The structure is large in size, difficult in construction and high in cost in complex marine environment. Therefore, the safety and economy of offshore wind turbine infrastructure are the urgent problems to be solved in the development of offshore wind power generation. Therefore, it is of great theoretical and practical significance to optimize the transition section of offshore fan infrastructure. In this paper, the transition section of offshore wind power infrastructure is studied, and the optimum design of the transition section of offshore wind turbine is carried out based on orthogonal test design method and response surface method. The optimization design is mainly aimed at static strength and fatigue strength of the structure. The main contents of this paper are as follows: firstly, the static analysis and fatigue analysis of the structure are carried out by using ANSYS finite element analysis software. Through analysis, the conditions of static and fatigue optimization and the key areas of fatigue optimization are determined. Secondly, among the factors that affect the structural strength of the transition section of offshore fan foundation, this paper selects five variables, such as angle of inclined brace, position of strengthening ring, wall thickness of tower, diameter of upper end of inclined brace and thickness of inclined brace. As a factor of orthogonal design. Through the range analysis and variance analysis of the results of orthogonal test, the optimal level combination of factors is determined, and the economy and safety of the structure before and after optimization are compared. Finally, the response function of weight and strength is fitted by the response surface method, and the optimized mathematical model is obtained. The comparison and analysis of the two optimization methods show that the response surface method is more effective. This method can reduce the cost better on the premise of ensuring the security of the structure.
【學(xué)位授予單位】:哈爾濱工程大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類(lèi)號(hào)】:P752;TU476;TM614
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