臺灣博碩士論文加值系統

結構物的修補是今日國內外土木工程界的重要課題。使用FRP補強鋼筋混凝土結構物之優點為：耐腐蝕性強、強度高、重量輕、剪裁容易及施工簡易等，是當前補強方法的新趨勢。基於因應世界新趨勢來滿足實際工程需要及材料本土國產化的目標，乃針對工研院材料研究所研發的強化纖維貼片應用於鋼筋混凝土結構物的補強加以研究。
研究的方法為資料的搜集研讀、理論探討、製作試體試驗、結果分析等，對補強後的材料構件探討其性質改變之狀況、影響之參數並建立其探討模式。
研究的項目包括柱的圍束補強、樑的彎矩和剪力補強以及補強耐久性。圍束補強部分共製作108個圓柱試體。探討的參數包括混凝土強度、試體尺寸及碳纖維貼片的層數。樑補強部分共製作27根小型樑試體，採用10種的補強方式。依破壞的模式分為彎矩破壞及剪力破壞兩組，個別討論分析。耐久性方面則僅就環境影響因素中的溫度濕度變化、浸水狀況及紫外線照射加以研究，共製作33個圓柱試體，依不同的研究項目，分組進行試驗及結果討論。
研究的目地及結果為建立評估RC 材料構件經CFRP補強後的承載能力的模式及方法，並討論其使用之耐久性，因而增強本土材料在土木結構工程補強實用的可靠性。

Strengthening of RC structures has been an important issue in civil engineering nowadays. The implementation of structural strengthening with CFRP patches is a new trend in the world. How to keep up with the latest development in the world with localized construction materials has been a major consideration in Taiwan. Therefore, in this research, the application of CFRP patches developed by the Institute Technology Research Industrial (ITRI) to RC structures is studied to analyze and evaluate the strengthening results.
A series of confined columns and beams with different patched scheme are used to investigate the patched capacity and further mechanism. Durability of reinforcement is also studied in this research. To understand the strengthening mechanisms from the experiments, the explanation of related data and survey of theoretical background, the preparation of specimens, and the evaluation of the tests were conducted. An analysis model was determined and matched the results quite well which is of value for further study of the performance of this strengthening technique. The results of this research show that IITR''s patches demonstrate the capability for the purpose of strengthening considerations.

封面
中文摘要
英文摘要
誌謝
目錄
圖目錄
表目錄
第一章 緒論
1.1 研究背景
1.2 國內外發展現況
1.3 鋼筋混凝土結構的損害及補強
1.4 碳纖維的簡介
1.5 研究方法及目的
第二章 束圍補強的研究
2.1 研究的動機 及目的
2.2 相關文獻暨研究
2.3 試驗及結果
2.4 強度公式之建立
2.5 結果與討論
第三章 樑強度補強的研究
3.1 前述
3.2 相關文獻暨研究
3.3 貼片補強分析理論
3.4 試驗
3.5 討論
第四章 CFRP 補強耐久性的研究
4.1 研究的動機及目的
4.2 相關文獻暨研究
4.3 環境影響因素
4.4 研究方法
4.5 試驗
4.6 討論
第五章 結論與建議
5.1 結論
5.2 建議
參考文獻
附錄一
附錄二

(1) 徐耀賜, "公路橋樑之養護與維修",pp. 1-10 ~1-12,大學圖書供應社,民國85年5月
(2) 陳振川, "台灣地區橋樑安全初步研究",行政院經建會,民國78年5月
(3) 莊秋明,"鋼筋混凝土橋樑結構現況評估",橋樑與公路鋪面混凝土非破壞檢測技術研討會,pp.209-233,民國84年1月
(4) 藍一鳴,陳惠發,"高級複合材料在土木基層結構之應用",土木工程技術,第六期,pp.107-108,民國85年9月
(5) "Araldit for a Bridge :Bonded Reinforcing Instead of Replacement," Ciba Geigy,Switzerland,4,pp.2-4 ,1979
(6) 陳宏基,"複合材料補強混凝土結構物技術的開發與運用",複合材料貼片補強混凝土結構技術研討會,pp. 1-30,民國78年11月
(7) Dussek,I.J.,"Strengthening of Bridge Beama amd Similar Structures by Means of Epoxy-Resin-Bonded External Reinforcement",Transport.Res.Rec.785,Transportation Research Bord,pp.21-24,1980
(8) Priestley,M.J.N.,F.Seible,R.Verma,and Y.Xiao," Seismic Shear Strength of Reinforced Concrete Columns",Report No.SSRP-93/06,Structural Systems Research Project,Department of Applied Mechanics and Engineering Sciences,University of California,San Diego. 1993
(0) Priestley,M.J.N.,F.Seible,Y.Xiao,and R.Verma," Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength,Part Ⅱ:Test Results and Comparison with Theory,"ACI Structural Journal 91(5),pp.537-551,1994
(10) Priestley,M.J.N.,F.Seible,Y.Xiao,and R.Verma,"Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength,Part Ⅰ:Theoretical Considerations and Test Design," ACI Structural Journal 91(4),pp.394-405, 1994
(11) Priestley,M.J.N.,R.Seible,Y.Xiao, " Seismic Shear Strength of Reinforced Concrete Columns,"ASCE Journal of Structural Engineering,120(8),pp.2310-2329,1994
(12) Priestley,M.J.N.,F.Seible,and C.M.Uang,"The Northridge Earthquake of January 17,1994-Damage Analysis of Selected Freeway Bridges,"Report No.SSRP-94/06,Structural Systems Research Project,Department of Applied Mechanics and Engineering Sciences, University of California,San Diego. 1994
(13) Seible,F.,M.J.N.Priestly,and Z.-L.Sun,"San Francisco Flexural Retrofit Validation Tests on Rectangular Columns,"Report No.SSRP-90/07,Structural Systems Research Project,Department of Applied Mechanics and Engineering Sciences, University of California,San Diego. 1990
(14) Tsai Y.-H.and M.J.N.Priestly,"Seismic Retrofit of Circular Bridge Columns for Enhanced Flexural Performance,"ACI Structural Journal,88(5),pp.572-584 1991
(15) Xiao Y.M.,M.J.N.Priestly,and F.Seible,"Seismic Assessment and Retrofit of Bridge Column Footings,"ACI Structural Journal,93(1),pp.1-16,1996
(16) Xiao Y.M.,M.J.N.Priestly,F.Seible,and N.Hamada,"Seismic Assessment and Retrofit of Bridge Column Footings,"Report No.SSRP-94/11,Structural Systems Research Project,Department of Applied Mechanics and Engineering Sciences, University of California,San Diego. 1994
(0) 張國鎮、黃震興,"美國北嶺地震橋樑震害與復舊補強",由阪神地震研討國內橋樑耐震工程之研究發展方向,財團法人台灣營建研究中心,台北,台灣,民國85年9月。
(18) 何明錦, "鋼筋混凝土建築物之修復與補強技術彙編",內政部建築研究所, 民國87年5月
(19) 施邦築、李有豐、朱國棟, "RC結構補強之材料及工法",土木技術，第5期,pp.118-127,民國87年7月
(20) 李有豐、施邦築、彭添富、李秉乾,"混凝土結構物維修補強方法介紹",土木技術,第5期,pp.28-52,民國87年7月
(21) 大谷杉郎, 大谷朝男, " 碳纖維材料入門（第四章 碳纖維材料的歷史）", 民國75年6月
(22) 彭耀南、趙文成, "碳纖維混凝土工程性質暨應用之研究",內政部建築研究所,民國81年6月
(23) 伊庭良知,"FORCA TOW SHEET 補強工法的研究與應用",複合材料貼片補強研討會,pp.107-173,民國85年11月
(24) 劉國雄, "工程材料學",全華科技圖書公司,民國85年12月
(25) 蘇品書、賴耿陽, "複合材料科學",復漢出版社,民國77年6月
(26) 馬振基, "高分子複合材料",正中書局,民國80年6月
(27) ACI Committee 318, "Building Code Requirements for Reinforced Concrete ACI 318-95 and Commentary ACI 318R-95," American Concrete Insitute, 1995.
(28) 內政部, "最新建築技術規則",詹氏書局,民國87年8月.
(29) 朱國棟,"複合材料補強RC結構物之發展及實例應用", 結構物檢測評估與補強研討會論文,民國85年12月
(30) 黃兆龍,"混凝土性質與行為",詹氏書局,民國86年10月
(31) W. F. Chen., PLASTICITY IN REINFORCED CONCRETE, Mc-Graw-Hill, 1982.
(32) Gere & Timoshenko,Mechanics of Materials, 3rd PWS Kent.,1990
(33) F. E. Richart, A. Brandtzaeg, and R. L. Brown, "A Study of the Failure of Concrete Under Combined Compressive Stresses," University of Illinois Engineering Experimental Station, Bulletin No. 185,pp. 104 , 1928
(34) G. G. Balmer, "Shearing Strength of Concrete Under High Triaxial Stress Compuration of Mohr''s Envelope as a Curve," Structural Research Laboratory Report No. SP-3,U.S. Bureau of Reclamation, 13 pp. plus tables and figures ,1949
(35) F. E. Richart, A. Brandtzaeg, and R. L. Brown, "the Failure of Plain and Spirally Reinforced Concrete in Compression," University of Illinois Engineering Experimental Ststion, Bulletin No. 190, 74 pp.,1929
(36) Somes,N.F," Compression Tests on Hoop - Reinforced Concrete,"Proceedings, ASCE,Vol.96,No.ST7,Juiy,pp.1495-1508,1970
(37) R. PART., T. Paul., "Reinforced Concrete Structures", 1983.
(38) D. C. Kent, and R. Park, "Flexural Members with Confined Concrete." J. Struct. Div., ASCE, 97(7), pp.1969-1990, 1971
(39) R.Park,M.J.N.Priestley, and W.D. Gill, "Ductility of Square-Confined Concrete Columns." J. Struct. Div., ASCE, 108(4), pp.929-950, 1982
(40) J.B.Mander, M. J. N. Priestley, and R. Park, "Theoretical Stress-Strain Model for Confined Concrete." J. Struct. Div., ASCE, 114(8),pp. 1804-1826,1988
(41) J. B. Mander, M. J. N. Priestley, and R. Park, "Observed Stress-Strain Behavior of Confined Concrete." J. Struct. Div., ASCE, 97(7),pp. 1969-1990,1988
(42) Burdette,E.G.and Hilsdorf,H.K.,"Behavior of Laterally ReinforcedConcreteColumns,"Proceedings,ASCE,Vol.97,No.ST2,Feb,pp.587-602,1971
(43) H. Maguruma, S. Watanabe, S. Tanaka, et. al. "A Stress-Strain Model of Confined Concrete." Proc. JCA Cement and Concrete, Vol. 34, Japan Cement Assn., Tokyo. Japan,pp. 429-432,1978
(44) S. A. Shieh, and S. M. Uzumeri, "Strength and Ductility of Tied ConcreteColumns."J.Struct.Div.,ASCE,106,pp.1079-1102,1980
(45) S. A. Shieh, and S. M. Uzumeri, "Analytical Model for Concrete Confinement in Tied Columns." J. Struct. Div., ASCE, 108(12),pp. 2073-2722,1982
(46) Sheikh, S. A., "A Comparative Study of Confinement Models," ACI Journal, pro-ceedings, Vol. 79, No 4, Jul.-aug., pp.296-306, 1982
(47) Ahmad, S.H., and Shah, S. P., "Orthotropic Model of Concrete for Triaxial Stresses,"Journal of Structural Engineering, ASCE, Vol. 112,No. 1,pp.165-181,1986
(0) 林草英, "鋼管內填注混凝土柱之軸向承壓強度", 國科會研究報告, NSS-78-0410-E601-07, 1989.
(49) M.Fujii,K.Kobayashi,et.al"A Study on The Application of A Stress-Strain Relation of Confined Concrete." Proc. JCA Cement and Concrete, Vol. 42, Japan Cement Assn., Tokyo. Japan,pp. 311-314,1988
(50) M. Satcioglu, and S. R. Razvi, "Strength and Ductility of Confined Concrete." J. Struct. Div., ASCE, 118(6),pp. 1590-1607, 1992
(51) 林草英, "碳纖維在鋼筋混凝土柱構件之應用",國科會研究報告,NCS-85-2211-E-11-011, 1985.
(52) Hamid.S.,Ehsani,M.R.,and Limin,J.,"Repair of Earthquake-Damaged RC Column swith FRP Wraps," ACI Structure Journal,Vol.94,no.2,Mar-Apr.,1997.
(53) J.Hoshikuma,K.Kawashima,K.Nagaya, and A.W.Taylor, "Stress-Strain for Confined Reinforced Concrete in Bridge Piers."Journal of Structural Engineering, ASCE, pp. 624-633,May 1997
(54) 陳照堂, "碳纖維和玻璃纖維圍束混凝土之行為", 交通大學土木研究所碩士論文,民國86年6月
(55) Mirmiran & Shahawy,"Behavior of Concrete Columns Confined by Fiber Composites," ACSE, 1993, Vol. 123, No. 5, pp. 583-590.
(56) 林慶昌、施晉車、鄭皓元、李秉乾、廖為忠, "玻璃纖維複合材料圍束補強混凝土之承載行為探討", 第四屆結構工程研討會, pp. 2173-2180, 民國87國年9月
(57) 彭潻富, "複合材料補強RC結構設計驗証計晝", 工研院材料研究所
(58) Dussek, I. J., "Strengthening of Bridge Beams and the Similar
(59) "Araldit for a Bridge: Bonded Reinforcing Instead of Replacement", Ciba Geigy, Aspekte, Switzerland, 4, pp. 2-4,1979.
(60) Macdonald, M. D. and Calder, A. J. J., "Bonded Steel Plating for Strengthening Concrete Structures," Int. J. Adhes., 2(2), pp. 119-127 ,1982.
(61) Vangemert, D. A. and VandenBosch, M. C. J., "Repair and Strengthening of Reinforced Concrete Structures by Means of Epoxy Steel Plates," Int. Conf. on Deterioration, Bahrain, pp. 181-192,1985.
(62) Swamy, R. M., Jones, R. and Blexham, J. W., "Structural Behavior of Reinforced Concrete Beams Strengthened by Epoxy-Bonded Steel Plates," Struct. Eng., 65A(2), pp. 59-68,1987.
(0) 朱國棟, "複合材料應用於土木結構物補強技術",鋼筋混凝土結構物維修補強技術研討會,工業技術研究院工業材料研究所,民國87年2月
(64) Robert,T.M.," Approximate Analysis of Shear and Normal Stress Concentrationsin the Adhesive Layer of Plated RC Beams," The Structural Engineer,Vol.67,pp.229-233,1989﹒
(65) Triantafillou,T.C.,and Plevris,N.," Strengthening of RC Beams with Epoxy-Bonded Fiber-Composite MateriaIs," Materials and Structures,VOL 25,pp.201-21l,1992﹒
(66) Plevris,N.,Triantafillou,T.C. and Veneziano,D.," Reliability of RC Members Strengthened With CFRP Laminates,"Journal of Structural Engineering,Vol.12l,,pp. l037-1044﹒,1995.
(67) Hussain,M.and Al-Sulaimani °Flexural Behavior of Precracked Reinforced Concrete Beams Strengthened Externally By Steel Plates," ACI Structural ournal ,Vol.92,pp.l4-22, l995.
(68) 徐明宏," 玻璃纖維強化高分子貼片補強鋼筋混凝土梁定量分析 ",逢甲大學土木及水利工程研究所碩士論文,民國86年6月
(69) 易偉民, "RC剛構架以強化纖維補強後之耐震能力分析",國立臺灣大學土木工程學研究所碩士論文,民國87年6月
(70) 邱佑宗、朱國棟,"複合材料圍束補強混凝土參數分析與實驗驗證",工業材料135期,pp.157-165,民國87年3月
(71) 方俊華,"FRP補強RC梁之有限元素分析",國立臺灣大學土木工程學研究所碩士論文,民國88年1月
(72) Swamy,R.N . and Jones, R﹒"Structural Bhaviour of Reinforced Concrete Beams Strengthened by Epoxy-bonded Steel Plates "The StructuralEngineer,Vo1.65,pp.59-68,1987﹒
(73) Saadatmanedh, H., and M. R. Ehasani, "RC Beams Strengthened with GFRP Plates I: Experimental Paramentric study," Journal of Structural Engineering,ASCE,vol.1117, pp.3417-3433, 1991.
(74) Saadatmanedh, H., and M. R. Ehasani, "RC Beams Strengthened with FRP Plates II Analysis and Paramentric study," Journal of Structural Engineering, ASCE,vol.1117,pp.3434- 3455,1991.
(75) K. Uij,"Improving Sheer Copacity of Existing Reinforced Concrete Members by Applying Carbon Fiber Sheets",Japan Concrete Institute.1992
(76) Nanni,A.," Flexural Behavior and Design of RC Members Using FRP Reinforcement"JournalofStructuralEngineering,ASCE,Vol.117,No.11,pp.3344-3359,1993.
(77) Al-Sulaimani, G. J., and A. Shariff, and I. A. Badunbul, "Shear Repair for Reinforced Concrete by Fiberglass Plate Bonding," Structural Journal, ACI.Vol. 91,pp.458-464,1991.
(78) Sharif, A.s.,Al-Sulaimani, G.J.,Basunbul, I.A. Baluch, M.H. and Ghaleb,B.N.,"Strengthing of Initially Loaded Reinforced Concrete Beams Using FRP Plats", Structural Journal, ACI, Vol.91,pp.160-168, 1994.
(79) Xie, M., Hoa, V., and Xiao, X.R.,"Bonding Steel Reinforced Concrete with Composites"Journal of Reinforced Plastics and Composites,Vol.14,pp.949-964, 1995.
(80) Chajes, M.J. Thomson, Jr., T.A., and Farschman, C.A. "Durab ility of Concrete Beams Externally Reinforced with Composites Fabrics", Construction and Building Materials,Vol.9,pp.3,141-148, 1995.
(81) 黃瑞東,"碳纖貼片於混凝土結構物補強作業之應用",臺灣工業技術學院, 營建工程技術研究所碩士論文,民國84年6月
(82) 王仲宇、宋明昌、凌烽生、陳泰安、黃偉智,"含裂縫及損傷之鋼筋混凝土結構之貼片補強分析(II)-貼片補強工法之應力分析和對策",國科會專題研究計劃成果報告,民國85年10月
(83) Mirmirall, A. and M. Shahaway, "Behavior of Concrete Column Confined by FiberComposites," Journal of Structural Engineering,pp.583-590,1997.
(84) 李秉乾、廖為忠、林慶昌、王起平、蘇人輝、王智銘、翁慶隆,"玻璃纖維強化塑膠貼片補強鋼筋混凝土梁之研究",國立台北技術學院結構物檢測評估與補強研討會論文,民國85年12月
(85) 王智銘，"玻璃纖維高分子強化貼片應用在鋼筋混凝土梁之試驗研究"，逢甲大學土木及水利工程研究碩士論文,民國86年6月
(86) 林草英、洪建銘,"碳纖維CFC在鋼筋混凝土梁構件之應用",中華民國第四屆結構工程研討會論文集,pp.2101-2108,民國87年9月
(87) 林至聰、張寬勇、施邦築, "RC材料以CFRP圍束補強後受往複力作用試驗之研究",第四屆結構工程研討會, pp.2149-2156,民國87年9月
(88) 張寬勇、林至聰、施邦築,"RC構件以CFRP補強之耐久性試驗研究",第四屆結構工程研討會,pp.2093-2100,民國87年9月
(89) 施邦築、李有豐、朱國棟,"RC結構補強之材料及工法",土木技術,第5期,pp.118-127,民國87年7月
(90) Findley, W.N., Lai, J.S., and Onaran, K., "Creep and Relaxation of Nonlinear Viscoelastic Materials," Dover Publications, New York, 1976.
(91) American Society of Civil Engineers, "Structural Plastics Design Manual," ASCE Publications.,1984
(92) Meier, U. and kaiser, H., "Strengthening of Structures with CFRP Laminates",Advanced Composites Material in Civil Engineering, Vol.120, No. 10, Oct.,pp. 2958-2976,1994
(0) Cusens， A. R. and Smith， D. W., "A Study of Epoxy Resin Adhesive Joints in Shear," The Structural Engineer， Volume 58A.,1980
(94) Yen, S.C., and Morris, D.H., "Accelerated Characterization of a Chopped Fiber Composite Using a Strain Energy Failure Criterion," Polymer Composites, 10, No.4, pp. 249-255.,1989
(95) Meier, U., Deuring, M., Meier, H., and Schwegler, G., "Strengthening of Structures with Advanced Composites," Alternative Materials for the Reinforcement and Prestressing of Concrete, Edited by J. L. Clarke, pp. 153-171.,1993
(96) Kaiser, H.P., "Strengthening of Reinforced Concrete with Epoxy-Bonded Carbon-Fiber Plastic," Doctoral Thesis, Diss. ETH No.8918, ETH Zurich, CH-8092 Zurich, Switzerland (in German). ,1989
(97) Al-mandil,M.Y.,Khaill,H.S.,BaluchM.H.andAzad A.K.，"Performance of Epoxy-Repaired Concrete under Thermal Cycling" Cement & Concrete Composites,Vol.12, pp .47-52,1990
(98) Ramsay,B., "Steel Plate Bonding for Concrete Bridge Strengthening," Construction Repair, pp. l4-16.,I993
(99) Chen,P.W., Fu, X.and Chung, D.D.L.,"Improving the Bonding Between Old and New Concrete by Adding Carbon Fibers to the New Concrete," Cement and Concrete Research, Vol. 25,pp. 491-496., 1995
(100) Xie,M.,Hoa,S.V. and Xioa,X.R., " Bonding Steel Reinforced Concrete with Composites," Journal of Reinforced Plastics and Composites, Vol.14, pp 949-964.,1995
(101) Lin,T. and Kruger,D.," Engineering Properties of Epoxy Resins Used as Concrete Adhesives," ACI Materials Journal, Vol.93, pp. 26-35.,1996
(102) Abu-Tair,A.I.,Rigden,S.R.and Burley, E.,"Testing the Bond between Repair Materials and Concrete Substrate," ACI Materials Journal,Vol.93,pp. 553-558.,1996
(103) 張瑞元, "纖維布貼片與水泥混凝土黏結效果之研究",國立中央大學土木研究所, 碩士論文, 民國86年6月
(104) Cercone, L., "Durability of Carbon Composite Materials," 橋梁耐震及腐蝕補強技術研討會,工研院材料所主辦,台北市,1997