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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 李岳聯 | zh_TW |
| dc.contributor.advisor | Yueh-Lien Lee | en |
| dc.contributor.author | 陳怡蓁 | zh_TW |
| dc.contributor.author | Yi-Chen Chen | en |
| dc.date.accessioned | 2024-09-12T16:10:54Z | - |
| dc.date.available | 2024-09-13 | - |
| dc.date.copyright | 2024-09-12 | - |
| dc.date.issued | 2024 | - |
| dc.date.submitted | 2024-08-08 | - |
| dc.identifier.citation | 1. Fang, H.-F., Wind energy potential assessment for the offshore areas of Taiwan west coast and Penghu Archipelago. Renewable Energy, 2014. 67: p. 237-241.
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NORSOK-M-501 19. Wrobel, L.C. and P. Miltiadou, Genetic algorithms for inverse cathodic protection problems. Engineering analysis with boundary elements, 2004. 28(3): p. 267-277. 20. Amaya, K. and S. Aoki, Effective boundary element methods in corrosion analysis. Engineering Analysis with Boundary Elements, 2003. 27(5): p. 507-519. 21. 陳國銘, et al., 陰極防蝕電位對鋼材氫脆化影響評估. Journal of Chinese Corrosion Engineering, 2019. 33(3): p. 9-17. 22. Veritas, D.N., Cathodic protection design. Recommended Practice DNV-RP-B401, 2010. 23. Jones, D.A., Principles and prevention. Corrosion, 1996. 2: p. 168. 24. Ashworth, V., 4.18. Principles of cathodic protection. Shreir’s Corros; Elsevier: New York, NY, USA, 2010: p. 2747-2762. 25. Hossen, A., R. Mahmud, and A. Islam, Minimization of corrosion in aquatic environment–a review. Int J Hydro, 2023. 7(1): p. 9-16. 26. Francis, P., Cathodic Protection. National Physical Laboratory, 2007: p. 1. 27. Von Baeckmann, W., W. Schwenk, and W. Prinz, Handbook of cathodic corrosion protection. 1997: Elsevier. 28. Montoya, R., O. Rendon, and J. Genesca, Mathematical simulation of a cathodic protection system by finite element method. Materials and corrosion, 2005. 56(6): p. 404-411. 29. Jia, J., et al., Evaluation of the BEASY program using linear and piecewise linear approaches for the boundary conditions. Materials and Corrosion, 2004. 55(11): p. 845-852. 30. Zamani, N., J. Chuang, and J. Porter, BEM simulation of cathodic protection systems employed in infinite electrolytes. International Journal for Numerical Methods in Engineering, 1987. 24(3): p. 605-620. 31. Yan, J.F., et al., Mathematical modeling of cathodic protection using the boundary element method with a nonlinear polarization curve. Journal of the Electrochemical Society, 1992. 139(7): p. 1932. 32. Santiago, J. and J. Telles, On boundary elements for simulation of cathodic protection systems with dynamic polarization curves. International Journal for Numerical Methods in Engineering, 1997. 40(14): p. 2611-2627. 33. Adey, R.A. and S.M. Niku, Computer modelling of galvanic corrosion. 1988: ASTM International. 34. Abootalebi, O., et al., Optimizing the electrode position in sacrificial anode cathodic protection systems using boundary element method. Corrosion Science, 2010. 52(3): p. 678-687. 35. Baynham, J. and T. Froome. Interference between sacrificial CP systems in the marine environment. in NACE CORROSION. 2016. NACE. 36. Baynham, J. and T. Froome. Comparison of resistance to cathode with resistance to ground in the marine environment. in NACE CORROSION. 2018. NACE. 37. DeGiorgi, V.G., S.A. Wimmer, and N.R.L.W. DC, Evaluation of Computational Codes for Underwater Hull Analysis Model Applications. 2014. 38. Veritas, D., Cathodic Protection Design, Recommended Practice DNV-RP-B401. 2010, DNV Oslo, Norway. 39. Ivanov, G., I.-J. Hsu, and K.-T. Ma, Design Considerations on Semi-Submersible Columns, Bracings and Pontoons for Floating Wind. Journal of Marine Science and Engineering, 2023. 11(9): p. 1663. 40. Froome, T. and J.M. Baynham. Assessing Interference Between Sacrificial Anodes on Anode Sleds. in NACE CORROSION. 2013. NACE. | - |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/95584 | - |
| dc.description.abstract | 台灣西部沿海擁有開發離岸發電之潛能,位處於亞熱帶的台灣,高溫高濕度高鹽分形成高腐蝕環境,海上結構物受腐蝕影響程度大,故腐蝕防治為離岸風電中相當重要的一環。因台灣西部沿海近岸淺水區開發逐漸飽和,未來將往近海深水區作為離岸風場開發區域,離岸風機平台也由結構較為簡單之固定式水下基礎轉變至幾何形狀較為複雜之浮動式平台,如半潛式平台(Semi- submersible)。離岸風機腐蝕防治方法主要有腐蝕餘裕量設計、塗層系統及陰極防蝕。其中,陰極保護受海水溫度、鹽度及溶氧量等因素影響,此設計較其他防蝕方法困難和複雜。故為了解浸沒於水下結構物是否能受到完整的陰極防蝕保護,本實驗採用邊界元素法(Boundary element method)為基礎的模擬軟體- Beasy CP來模擬浮動式平台水下基礎受陰極防蝕系統的保護情形,並透過模擬來找出其保護效力最佳之設計。研究結果可得出陰極及陽極之間的距離在0.5公尺處且陽極塊交錯擺放可獲得較好的防蝕效果。而陰極防蝕系統中陽極塊的擺放恐會造成干擾的情形發生,而降低防蝕效果。於任何結構物下的陽極塊之間擺放距離小於3公尺將會抑制陽極塊保護電流的釋放。而陽極干擾情形又會隨著陰極結構物大小改變發生位置也會有所不同。 | zh_TW |
| dc.description.abstract | The western coast of Taiwan has the potential to develop offshore wind power. However, Taiwan is located in subtropical which is a highly corrosive environment caused by high temperature, high humidity and high salinity. Offshore structures are greatly affected by corrosion without question. Therefore, corrosion prevention is an important part of offshore wind turbine. The development of offshore wind turbines has gradually transferred from shallow-water areas to deep-water areas. The supported structure of offshore floating wind turbine is more complicated than fixed structure, such as jacket. Offshore wind turbine corrosion prevention methods mainly include corrosion allowance design, coating system and cathodic corrosion protection. Among them, cathodic protection is affected by factors such as seawater temperature, salinity and dissolved oxygen, and its design is more difficult than other methods. In order to know whether the submerged underwater structure is completely protected by cathodic protection, this research uses the simulation software Beasy CP based on the boundary element method to simulate the cathodic protection situation of the floating platform and design the most suitable corrosion protection. The research results indicated that when the distance between the cathode and the anode is 0.5 m and the anode blocks are staggered placed could achieve better protection. The placement of the anode in the cathodic protection system may cause anode interference and reduce the cathodic protection effect. Placing the anode blocks less than 3 meters apart under any structure will inhibit the release of the anode block protection current. The anode interference situation will also vary as the size of the cathode structure changes. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2024-09-12T16:10:54Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2024-09-12T16:10:54Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | 致謝 II
摘要 III Abstract IV 目次 VI 圖次 VIII 表次 XI 一、 前言 1 二、 文獻回顧 3 2.1 離岸風機 3 2.2 腐蝕機制 7 2.2.1 腐蝕熱力學 7 2.2.2 腐蝕動力學 11 2.3 腐蝕防治方法 13 2.3.1 腐蝕餘裕量設計 14 2.3.2 塗層系統 14 2.3.3 陰極防蝕 15 2.4 陰極防蝕之數值模擬 21 2.4.1 邊界元素法 22 三、 研究方法與步驟 28 3.1 Beasy CP 模擬軟體 28 3.2 極化曲線之取得 32 3.3 設計模型 38 3.4 參考規範 42 四、 研究結果與討論 46 4.1 陽極塊表面積影響 46 4.2 陽極塊擺放位置影響 49 4.3 陽極與陰極之間距離影響 51 4.4 陽極干擾 53 4.5 陰極防蝕初步設計 73 五、 結論 77 六、 未來展望 78 參考文獻 79 | - |
| dc.language.iso | zh_TW | - |
| dc.subject | 腐蝕防治 | zh_TW |
| dc.subject | 浮式風機平台 | zh_TW |
| dc.subject | 陰極防蝕 | zh_TW |
| dc.subject | 離岸風電 | zh_TW |
| dc.subject | 邊界元素法 | zh_TW |
| dc.subject | 陽極干擾 | zh_TW |
| dc.subject | Anode interference | en |
| dc.subject | Offshore wind turbine | en |
| dc.subject | Floating wind turbine platform | en |
| dc.subject | Corrosion prevention | en |
| dc.subject | Cathodic protection | en |
| dc.subject | Boundary element method | en |
| dc.title | 半潛式浮台水下基礎之陰極防蝕設計與評估 | zh_TW |
| dc.title | Design and evaluation of cathodic corrosion protection for semi-submersible underwater foundations | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 112-2 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 楊舜涵;李偉任;蔡承洋 | zh_TW |
| dc.contributor.oralexamcommittee | Shun-Han Yang;Wei-Jen Li;Cheng-Yang Tsai | en |
| dc.subject.keyword | 離岸風電,浮式風機平台,腐蝕防治,陰極防蝕,邊界元素法,陽極干擾, | zh_TW |
| dc.subject.keyword | Offshore wind turbine,Floating wind turbine platform,Corrosion prevention,Cathodic protection,Boundary element method,Anode interference, | en |
| dc.relation.page | 81 | - |
| dc.identifier.doi | 10.6342/NTU202403944 | - |
| dc.rights.note | 同意授權(全球公開) | - |
| dc.date.accepted | 2024-08-12 | - |
| dc.contributor.author-college | 工學院 | - |
| dc.contributor.author-dept | 工程科學及海洋工程學系 | - |
| dc.date.embargo-lift | 2026-09-01 | - |
| 顯示於系所單位: | 工程科學及海洋工程學系 | |
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