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研究生: 潘哉勛
Hua, Zai-Shin
論文名稱: 竹纖維強化水泥砂漿機械性質:實驗及數值分析
Experiment and Numerical Analysis of Mechanical Properties of Bamboo Fiber Reinforced Cement Mortar
指導教授: 胡宣德
Hu, Hsuan-Teh
共同指導教授: 楊登鈞
Yang, Teng-Chun
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: 2021
畢業學年度: 109
語文別: 中文
論文頁數: 140
中文關鍵詞: 竹纖維強化水泥砂漿數位影像相關法鹼處理
外文關鍵詞: Bamboo Fiber Reinforced Cement Mortar, Digital Image Correlation, Abaqus, Alkali Treatment
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  • 纖維增強材料一直以來都是國內外學者的熱門研究主題。一般纖維都是使用鋼纖維,碳纖維和玻璃纖維作為掺合料,且研究成果已經非常豐富。然而利用天然纖維改善材料的性能相關的研究卻非常少。本研究使用改質後的桂竹纖維作為掺合料和水泥砂漿結合,製作出竹纖維強化水泥砂漿,並通過力學試驗測試竹纖維強化水泥砂漿的力學性質。在力學試驗過程中,使用了數位影像相關法(Digital Image Correlation),在試驗的過程中,通過黑白數位相機拍攝試體的變化,並導入Vic-2D軟體,觀察竹纖維水泥砂漿的應變場變化及破壞模式。試驗結果顯示,當竹纖維含量越多時,試體的強度會下降,然而在韌性方面的表現則有所提升。除了對竹纖維水泥砂漿作力學試驗的測試,本研究還使用了Abaqus有限元素軟體建立具隨機分佈竹纖維水泥砂漿的3D模型,觀察模型內部纖維軸力的分佈情況。此外Abaqus數值模型的建立也能了解到當纖維和水泥砂漿之前的握裹力是完美握裹情況時,對整體材料產生的影響,進而在製作試體時能夠調整材料的製作方式,提升竹纖維強化水泥砂漿的力學性質。

    Fiber-reinforced material has been a popular topic of research in recent years. Typical Fiber reinforcement such as steel fiber, carbon fiber and glass fiber composite has been studied for several years and there has been a lot of research results since then. However, there are little researches regarding the use of natural fiber as a reinforcement in cement mortar. The present study is to investigate the mechanical properties of bamboo fiber reinforced cement mortar. Bamboo used in this study is Makino bamboo and is alkali treated to improve the interfacial bonding between the cement mortar and the bamboo fiber. Digital Image Correlation technique was used in this study, during the process of the experiment, monochrome camera captured the specimen’s behavior and by using Vic-2D software, the strain field and failure mode of the specimen can be observed. Experimental results show that, as the bamboo fiber content increases, the strength of the bamboo reinforced mortar will decrease. However, the toughness of the specimen will increase as the bamboo fiber content increases. Additionally, Abaqus a finite element software is employed in this study to simulate the mechanical properties of bamboo fiber reinforced cement mortar. According to the finite element simulation, the results showed the mechanical properties of the composite material when the bonding between cement mortar and bamboo fiber is perfectly bonded. Results shown can be used to adjust the method when preparing the specimen of bamboo fiber reinforced cement mortar and improve the mechanical properties.

    摘要 i Extended abstract ii 誌謝 vii 目錄 viii 圖目錄 xii 表目錄 xviii 第1章 緒論 1 1.1 研究背景 1 1.2 研究目的 2 1.3 文獻回顧 3 1.3.1 竹纖維化學主成分 3 1.3.2 鹼處理對竹纖維的影響 7 1.3.3 纖維在鹼環境下的影響 9 1.3.4 竹子使用非常規Ca(OH)2處理對水泥增強材料的影響 10 1.3.5 天然纖維團聚現象 12 1.3.6 Abaqus數值模擬文獻 13 1.4 研究流程 14 1.5 研究架構 15 第2章 實驗流程 16 2.1 竹纖維備製 16 2.2 材料條件 18 2.3 竹纖維含水率 20 2.4 竹纖維浸水過程 21 2.5 竹纖維水泥砂漿配比 22 2.6 單根竹纖維試驗 23 2.6.1 竹纖維直徑量測流程 23 2.6.2 竹纖維拉伸試驗 24 2.7 竹纖維強化水泥砂漿試體製作步驟 25 2.8 竹纖維強化水泥砂漿壓縮試驗 26 2.9 竹纖維強化水泥砂漿抗彎試驗 27 2.10 竹纖維強化水泥砂漿拉伸試驗 28 2.11 竹纖維水泥砂漿乾縮試驗 29 2.11.1 乾縮試驗流程 30 2.11.2 長度變化之計算步驟 30 2.11.3 Vic-2D 二維非接觸式變形量測系統 32 2.11.4 儀器量測及分析原理 32 2.11.5 相機架設,打光和對焦 33 2.11.6 Fly Capture 拍攝軟體操作及參數設定 34 2.11.7 VIC 2D 軟體操作 35 2.11.8 VIC-2D分析數據輸出方法 39 第3章 實驗結果和數據探討 40 3.1 單根竹纖維直徑量測結果 40 3.1.1 鹼處理後竹纖維直徑測量結果 40 3.1.2 鹼處理後竹纖維拉伸試驗結果 41 3.2 竹纖維水泥砂漿壓縮試驗結果與討論 43 3.2.1 竹纖維水泥砂漿抗壓強度和彈性模量數據討論 43 3.2.2 壓縮試驗 DIC 分析 48 3.3 竹纖維水泥砂漿抗彎試驗結果與討論 56 3.3.1 竹纖維水泥砂漿抗彎強度和彎曲模量數據討論 56 3.4 竹纖維水泥砂漿拉伸試驗結果與討論 65 3.4.1 竹纖維水泥砂漿拉伸強度和彈性模量數數據討論 65 3.4.2 竹纖維水泥砂漿破壞模式 70 3.5 竹纖維水泥砂漿破壞能量比對 71 3.6 竹纖維乾縮試驗結果 74 第4章 ABAQUS數值模擬理論與參數設定 75 4.1 壓縮試驗模型簡介 75 4.2 抗彎試體模型簡介 76 4.3 拉伸試驗模型簡介 77 4.4 三維隨機分佈生成方法 78 4.5 ABAQUS材料模型選擇 82 4.5.1 Concrete Damaged Plasticity 簡介 83 4.5.2 CDP模型材料參數名稱 86 4.5.3 CDP應力應變曲線輸入 87 4.5.4 CDP 損傷模型輸入 88 4.5.5 竹纖維材料參數 89 4.6 模型元素選擇及網格切割 90 4.6.1 Abaqus元素簡介 90 4.6.2 網格切割 92 4.6.3 接觸和約束設定 96 4.6.4 載重與邊界條件設定 101 第5章 分析結果與實驗比對 104 5.1 壓縮試驗分析結果 104 5.1.1 壓縮試驗破壞模式分析 106 5.2 抗彎試驗分析結果 116 5.2.1 抗彎試驗破壞模式分析 118 5.3 拉伸試驗分析結果 126 5.3.1 拉伸試驗破壞模式分析 128 5.4 不同纖維排列組合對強度之影響 134 第6章 結論與建議 135 6.1 結論 135 6.2 建議 137 參考文獻 138

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