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研究生: 林星宏
Shing-Hong Lin
論文名稱: 以影像處理與計算流體力學法進行腹主動脈瘤病人之支架內漏流場診斷
Fluid Dynamic Analysis of Endoleaks in Abdominal Aortic Aneurysm Patients with Stent-Graft Implanted Using Image Processing and Computational Fluid Dynamic Methods
指導教授: 陳嘉元
Chia-Yuan Chen
林怡均
Yi-Jiun Lin
口試委員: 鍾俊輝
Chun-hui Chung
陳嘉勻
Chia-Yun Chen
學位類別: 碩士
Master
系所名稱: 工程學院 - 機械工程系
Department of Mechanical Engineering
論文出版年: 2014
畢業學年度: 102
語文別: 中文
論文頁數: 85
中文關鍵詞: 內漏腹主動脈瘤支架血液動力學流固耦合
外文關鍵詞: Endoleak, Abdominal Aortic Aneurysm, Stent-graft, Hemodynamics, Fluid-Structure Interaction
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  • 內漏 (Endoleak) 被定義為在腹主動脈瘤囊內與支架間產生血液滲漏的狀況,內漏於腹主動脈瘤中的產生及惡化有可能導致動脈瘤的破裂使致死率攀升並增加併發症發生的機會。內漏的發生亦為血管支架植入術治療失敗的一項指標,及早控制內漏產生及惡化發生,能更有效降低手術再次治療的機會,本研究對八位支架植入治療病患分析,建造具有病人特徵之腹主動脈瘤模型,利用流固耦合的數值分析法,對血液作用於腹主動脈瘤支架管壁進行應力受力分佈相關研究,發現所管壁之最大壁面應力與內漏位置具高度相關,經由影像處理比較截面差異,大部分截面比較之角度誤差在10 %以內,透過此方法在未來可應用於血管支架植入術治療後之病人進行觀察,對電腦斷層掃描影像和血管造影等暫態病況影像作內漏點預測分析與治療。


    Endoleaks can evolve and become severe complications in patients with Abdominal Aortic Aneurysm (AAA). Endoleak is defined as the seepage of blood into the cavity between aneurysm and stent graft wall. Endoleak is usually considered as a check point after the endovascular aneurysm repair (EVAR). Therefore, the early detection and management of endoleak may effectively reduce the need for surgical reoperation of EVAR. A fluid-structure-interaction (FSI) method was employed and performed in this study to quantify the hemodynamics in eight patient-specific AAA models with stent graft implanted. Throughout the stress analysis in conjunction with the image processing, it was found that the location of endoleak is highly correlated with the location of peak wall stress. The presented analytical paradigm offers a reliable alternative for endoleak prediction and detection, and is beneficial for AAA post-treatment.

    摘要 I Abstract II 誌謝 III 目錄 IV 符號索引 V 表目錄 VII 圖目錄 VIII 第一章 緒論 1 1.1 研究動機 1 1.2 文獻回顧 3 1.2.1 腹主動脈瘤病況分析 3 1.2.2 治療方式 11 1.2.3 內漏發生類型 12 1.2.4 支架種類介紹 14 1.2.5 腹主動脈瘤及內漏研究分析方式 18 1.3 研究目的 19 第二章 研究方法 21 2.1 病人特徵之模型建立 21 2.1.1 初始及邊界條件設定 23 2.1.2 數值模擬分析方法 25 2.2 應力分析方法 30 2.2.1 壁面剪切應力 30 2.2.2 最大剪切應力 32 2.2.3 Von Mises stress 34 2.3 影像分析方法 36 第三章 結果與討論 46 3.1 流場應力分析結果 46 3.2 壁面應力分析結果 53 3.3 影像分析結果 58 第四章 結論與未來展望 78 4.1 結論 78 4.2 未來展望 80 參考文獻 81

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