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研究生： 洪一德
I-Te Hung
論文名稱： FRP 筋混凝土梁設計與實驗印證
Design and Experimental Verification of Concrete Beams Reinforced with FRP Bars
指導教授： 王勇智
Yung-Chih Wang
口試委員:
學位類別： 碩士
Master
系所名稱： 工學院 - 土木工程學系
Department of Civil Engineering
畢業學年度： 96
語文別： 中文
論文頁數： 148
中文關鍵詞： FRP 筋混凝土梁 、設計 、實驗 、ACI440
外文關鍵詞： Design, Experiment, ACI440, FRP Reinforced Concrete Beams
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    • 台灣是屬於海島型氣候，故對於結構防蝕以增加使用之壽命需求
    極為重要，在國外FRP 筋(Fiber Reinforced Polymer Bar，簡稱FRP 筋)已漸漸使用於高腐蝕性之海岸結構物上，一種新材料勢必帶來新的設計理念，國內目前對於FRP 筋研究甚少，特別是在設計理論方面與實驗之驗證。有鑑於此，本研究嘗試製作十支FRP 筋混凝土梁，用以探討FRP 筋梁在撓曲與剪力方面基本行為，並檢核美國混凝土協會ACI440 所出版ACI440.1R-06 設計公式之準確性。

    For the issue of anti-corrosion, it is important to use non-steel reinforcement for RC structures. Fiber Reinforced Polymer(FRP) bars are being used increasingly instead of steel in corrosion environments.
    It is no doubt that this new material can be adopted for resisting severe corrosion. However, FRP bars will bring out new design concept. There are only a few studies about using FRP bars in Taiwan. This study aims at investigating the flexural and shear behavior by ten FRP reinforced members. Another purpose of this study is to examine the applicability of
    the recent design code ACI440.1R-06.

    目錄 一、 緣起1 二、 文獻回顧3 2-1 ACI 440.1R-06 設計介紹3 2-1-1 FRP 材料參數3 2-1-2 FRP 鋼筋梁之撓曲強度4 2-1-2-1 FRP筋平衡鋼筋比4 2-1-2-2 混凝土壓力控制破壞6 2-1-2-3 FRP筋拉斷控制破壞7 2-1-2-4 Collins 斷面分析8 2-1-2-5強度折減因子9 2-1-2-6 FRP筋梁之最小鋼筋比10 2-1-2-7 其他特別考量11 2-1-3 FRP 鋼筋梁之剪力設計11 2-1-4 FRP 筋梁之握裹力與伸展長度設計17 2-1-4-1 FRP筋梁握裹應力17 2-1-4-2 FRP筋梁伸展長度21 2-1-4-3 握裹應力與伸展長度相關考量23 2-1-5 正彎矩鋼筋之伸展23 2-2 相關ACI 之FRP筋設計方針24 2-3 其他文獻有關FRP 筋握裹性能因素25 2-4 其他文獻有關FRP 筋拉力實驗相關研究28 三、 FRP 筋拉伸試驗30 3-1 FRP 筋製作流程30 3-2 量測儀器30 3-3 FRP 筋材料性質31 3-4 FRP 筋拉力測試改良過程31 3-5 試驗建議36 四、 FRP 梁試驗規劃37 4-1 試體材料37 4-1-1 鋼筋37 4-1-2 混凝土38 4-2 試體設計38 4-2-1 試體梁編號38 4-2-2 試體梁介紹39 4-3 試體製作43 4-3-1 鋼筋籠製作43 4-3-2 模板製作43 4-3-3 試體澆置43 4-3-4 試體養護44 4-4 試驗設置44 4-4-1 荷重加載45 4-2-2 位移與應變量測系統46 4-5 試驗步驟47 4-6 試驗數據分析48 五、 FRP 梁試驗結果49 5-1 FRP 梁破壞結果49 5-1-1 一般鋼筋混凝土試體49 5-1-2 FRP 筋混凝土梁壓碎破壞試體51 5-1-3 FRP 筋拉斷破壞試體55 5-1-4 FRP 筋梁剪力破壞試體57 5-1-5 FRP 筋握裹滑移破壞試體59 5-2 裂縫形式60 5-3 破壞模式設計之考量62 5-4 箍筋應變量測64 5-5 握裹滑移設計試體梁探討65 六、 結論與建議67 6-1 結論67 6-2 建議68 參考文獻70 附錄A137 附錄B143

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