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研究生: 許凱翔
Hsu, Kai-Hsiang
論文名稱: 10 MW參考風機承受不同環境載重作用之流固耦合有限元分析探討
Study on Fluid-structure Coupling Finite Element Analysis of 10 MW Reference Wind Turbine Subjected to Different Environmental Loads
指導教授: 胡宣德
Hu, Hsuan-Te
共同指導教授: 吳俊霖
Wu, Chun-Lin
張長菁
Chang, Chang-Ching
陳家漢
Chen, Chia-Han
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2024
畢業學年度: 112
語文別: 中文
論文頁數: 277
中文關鍵詞: 離岸風機Abaqus土壤結構互制無限元素土壤彈簧流固耦合
外文關鍵詞: Offshore wind turbines, Abaqus, soil-structure interaction, infinite elements, soil springs
相關次數: 點閱:63下載:16
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  • 隨著傳統能源消耗帶來的環境問題日益嚴重,各國正積極尋找替代能源,風力發電作為低污染能源,受到了廣泛開發。由於陸地風場的飽和,各國正積極轉向開發離岸風能,離岸風能具有低污染、低成本和對環境衝擊較小的優點,因此成為各國發展的重要方向。台灣海峽西部海域風能條件優良,為台灣離岸風能開發,提供了廣闊的發展空間,相比歐洲等成熟的離岸風能產業地區,台灣在技術、經驗和環境因素上仍面臨挑戰,需持續努力提升技術和累積經驗,以實現離岸風能產業的發展和成熟。
    本研究透過Abaqus有限元素分析軟體,建立10 MW套管式及單樁式離岸風機數值模型,並考慮不同支承和土壤模型,如固定支承、根據API建立之土壤彈簧、有限元素土壤和有限元素加無限元素混和土壤等四種模型,與文獻中的頻率進行驗證,以驗證數值模型之合理性,並進行載重分析,利用Abaqus/Aqua模組模擬風機受環境載重之結構行為,將套管式離岸風機施加風力、波浪、海流等環境載重下,進行不同模型間,結構行為差異之探討,研究成果結論如下。
    頻率驗證發現,固定支承模型在高模態頻率誤差逐漸放大,而土壤彈簧和有限元素土壤模型的誤差為可接受之模型,有限元素土壤加上無限元素土壤的模型更接近實際狀況,可使高模態頻率降低。離岸風機受環境載重考慮樁土互制效應會增加塔頂位移,考慮不同基礎模型會直接影響結構變形,四個模型依時間成本及精準度的綜合考量下,可優先選擇土壤彈簧模型。

    As the environmental problems caused by the consumption of traditional energy become more serious, countries around the world are actively seeking new alternative energy. Wind energy is a clean energy that is being actively developed in many countries. As onshore wind farms become saturated, countries are now turning to developing offshore wind farms. Offshore wind energy, as one of the most representative forms of renewable energy, is characterised by low pollution, low cost and minimal impact on the environment, making it an important direction for national development. The western waters of the Taiwan Strait have excellent wind energy conditions, providing great development for Taiwan's offshore wind energy industry. Compared to regions such as Europe, which already have a mature offshore wind industry, Taiwan faces significant challenges. These include technology, experience and environmental factors. It is hoped that Taiwan's offshore wind industry will mature through continuous efforts to improve technology and experience.
    This study uses the finite element analysis software Abaqus, with reference to models from the literature, to establish numerical models for 10 MW jacket and monopile type offshore wind turbines. Four different foundation models are considered: fixed end, soil springs established according to API specifications, finite element soil, and a hybrid finite and infinite element soil model. To ensure the reasonableness of the numerical models and to simulate the load analysis, these models are validated against frequencies reported in the literature. The Abaqus/Aqua module is used to simulate the structural response of wind turbines under environmental loads, including wind, waves and currents. The study looks at the differences in the structural response of the different models when subjected to these environmental loads.

    摘要 I 誌謝 VI 目錄 VII 圖目錄 XI 表目錄 XVII 第1章 緒論 1 1.1 研究動機與目的 1 1.2 研究方法 3 1.3 論文架構 5 第2章 文獻回顧 6 2.1 離岸風機結構支承基礎 6 2.2 土壤結構互制行為 10 2.2.1 樁基礎之側向載重分析 10 2.2.2 樁基礎之軸向載重分析 21 2.3 API規範 28 2.3.1 p-y土壤彈簧 29 2.3.2 t-z土壤彈簧 35 2.3.3 Q-z土壤彈簧 38 2.4 雷利阻尼(Rayleigh Damping) 40 2.4.1 材料阻尼設定 41 2.4.2 土壤阻尼設定 42 2.5 離岸風機共振效應 44 2.6 離岸風機受環境載重 45 2.6.1 風載重理論 46 2.6.2 波浪載重理論 47 2.6.3 海流載重理論 48 第3章 有限元素分析及理論 49 3.1 有限元素法 49 3.2 ABAQUS有限元素分析軟體 50 3.3 ABAQUS元素種類 51 3.3.1 實體元素(Continuum Elements) 52 3.3.2 殼元素(Shell Elements) 55 3.3.3 梁元素(Beam Elements) 57 3.3.4 無限元素(Infinite Elements) 58 3.4 材料塑性模型(Mohr-Coulomb塑性準則) 67 3.5 材料介面接觸行為 71 3.6 模型約束設定 76 第4章 數值模型之建立與設定 80 4.1 套管式離岸風機模型參數 80 4.1.1 套管式離岸風機模型幾何參數 81 4.1.2 套管式離岸風機模型材料參數及元素選擇 86 4.1.3 套管式離岸風機結構重量比較 87 4.1.4 轉子機艙總成設定 88 4.2 單樁式離岸風機模型參數 89 4.2.1 單樁式離岸風機模型幾何參數 89 4.2.2 單樁式離岸風機模型材料參數及元素選擇 92 4.3 土壤模型參數 93 4.3.1 套管式離岸風機土壤模型材料參數 93 4.3.2 套管式離岸風機土壤模型幾何參數與邊界條件 95 4.3.3 單樁式離岸風機土壤模型材料參數 97 4.3.4 單樁式離岸風機土壤模型幾何參數與邊界條件 99 4.4 土壤模型初始大地應力 101 4.5 土壤彈簧建模 104 4.6 雷利阻尼參數設定 111 4.6.1 材料阻尼參數 111 4.6.2 土壤阻尼參數 112 4.7 Abaqus/Aqua analysis 113 4.7.1 *AQUA 114 4.7.2 *WAVE 115 4.7.3 *WIND 118 4.7.4 *DLOAD 119 第5章 離岸風機頻率分析驗證 122 5.1 單樁式離岸風機頻率分析驗證 122 5.2 套管式離岸風機頻率分析驗證 125 5.2.1 套管式離岸風機塔柱頻率分析驗證 125 5.2.2 固定支承模型頻率分析驗證 128 5.2.3 土壤彈簧模型頻率分析驗證 132 5.2.4 有限元素土壤模型頻率分析驗證 136 5.2.5 有限元素土壤+無限元素土壤模型頻率分析驗證 140 5.2.6 套管式離岸風機頻率分析結果驗證比較 144 第6章 離岸風機結構環境載重分析結果 148 6.1 DLC 2.3分析 148 6.2 DLC 1.2分析 159 第7章 結論與建議 167 7.1 結論 167 7.2 建議 169 參考文獻 170 附錄 Abaqus input 173 A. 固定支承模型頻率驗證 173 B. 土壤彈簧模型頻率驗證 192 C. 有限元素土壤模型頻率驗證 210 D. 有限元素加無限元素混和土壤模型頻率驗證 233 E. Abaqus/Aqua input檔範例 255

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