FRP加固木结构研究综述
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摘要
通过对国内外FRP加固木结构研究的分析,归纳和总结了FRP加固木梁、FRP加固木柱以及FRP加固木节点的研究现状,指出了FRP加固木结构需进一步研究的重点。
Based on the analysis of FRP reinforced wood structure,the research situation of FRP reinforced wood beam,column and joints were concluded and discussed,and then the research emphasis of FRP reinforced wood structure is pointed out.
Based on the analysis of FRP reinforced wood structure,the research situation of FRP reinforced wood beam,column and joints were concluded and discussed,and then the research emphasis of FRP reinforced wood structure is pointed out.
引文
[1]Plevris N,Triantafillou TC.FRP-reinforced wood as structural mate-rial[J].Journal of Material in Civil Engineering,1992,4(3):300-317.
[2]Gilfillan R,Gilbert S,Patrick G.Theimproved performance of home-grown timber glulambeams usingfiber reinforcement[J].Journal of theInstitute of Wood Science,2001,15(6):307-317.
[3]马建勋,蒋湘闽,胡平,等.碳纤维布加固术梁抗弯性能的试验研究[J].工业建筑,2005,35(8):35-39.
[4]张大照.CFRP布加固修复木柱梁性能研究[D].上海:同济大学,2003.
[5]XU Qing-feng,ZHULei,LI Xiang-min,et al.Flexural behavior ofwood beams with knots strengthened with CFRP[M].Greece:Proceed-ings of FRP RCS-8,2007.
[6]杨会峰,刘伟庆.FRP增强胶合木梁的受弯性能研究[J].建筑结构学报,2007,28(1):64-71.
[7]Triantafillou TC,Deskovic N.Innovative prestressing with FRP sheets-mechanics of short-termbehavior[J].Journal of Engineering Me-chanics,1991,117(7):1652-1672.
[8]Triantafillou T C,Plevris N,Deskovic N.Prestressed FRP sheets asexternal reinforcement of wood member[J].Journal of Structural Engi-neering,1992,118(5):1270-1284.
[9]Triantafillou TC,Plevris N,Deskovic N.Nonprestressedand prestressedFRPsheets as external reinforcement of wood members[J].Proceedingsof the Materials Engineering Congress,August 10-12,1992:710-717.
[10]Plevris N,Triantafillou TC.Creep behavior of FRP-reinforced woodmembers[J].Journal of Structural Engineering,1995,121(2):174-186.
[11]David WQ,Dagher HJ,Breton J M.Modeling creep deformations ofFRP-reinforced glulambeams[J].Wood and Fiber Science,2001,32(4):426-441.
[12]Plevris N,Triantafillou TC.Creep behavior of FRP-reinforced woodmembers-closure[J].Journal of Structural Engineering,1996,122(8):981.
[13]De Lorenzis L,Scialpi V,La Tegola A.Analytical and experimentalstudy on bondedin CFRP bars in glulamwood[J].Composite Part B:Engineering,2005,36:279-289.
[14]Triantafillou T C.Shear reinforcement of wood using FRP materials[J].Journal of Materials in Civil Engineering,1997,9(2):64-69.
[15]Hay S,Thiessen K,Svecova D,et al.Effectiveness of GFRPsheetsfor shear strengtheningof wood[J].Journal of Compositesfor Construc-tion,2006,(10):471-483.
[16]Svecova D,Eden RJ.Flexural and shear strengthening wood beamsusing glass fiber reinforced polymer bars-an experimental investiga-tion[J].Canadian Journal of Civil Engineering,2004,31:45-55.
[17]王鲲.碳纤维增强材料(CFRP)加固古建筑木结构试验[D].西安:西安建筑科技大学,2007.
[18]周钟宏,刘伟庆.碳纤维布加固木柱的轴心受压试验研究[J].工程抗震与加固改造,2006,28(3):44-48.
[19]Taheri F,Nagaraj M,Cheraghi N.FRP-reinforced glulaminatedcolumns.FRPInternational,2005,2(3):10-12.
[20]曹剑钊,蒋湘闽.FRP加固修复木结构研究现状与展望[J].山西建筑,2006,32(4):99-100.
[21]李大华,徐扬,等.对山西应县木塔采用纳米复合纤维加固的建议[J].山西地震,2001,107(4):24-25.
[22]于业拴.古建筑桦卯节点加固试验研究[D].西安:西安建筑科技大学,2007.
[2]Gilfillan R,Gilbert S,Patrick G.Theimproved performance of home-grown timber glulambeams usingfiber reinforcement[J].Journal of theInstitute of Wood Science,2001,15(6):307-317.
[3]马建勋,蒋湘闽,胡平,等.碳纤维布加固术梁抗弯性能的试验研究[J].工业建筑,2005,35(8):35-39.
[4]张大照.CFRP布加固修复木柱梁性能研究[D].上海:同济大学,2003.
[5]XU Qing-feng,ZHULei,LI Xiang-min,et al.Flexural behavior ofwood beams with knots strengthened with CFRP[M].Greece:Proceed-ings of FRP RCS-8,2007.
[6]杨会峰,刘伟庆.FRP增强胶合木梁的受弯性能研究[J].建筑结构学报,2007,28(1):64-71.
[7]Triantafillou TC,Deskovic N.Innovative prestressing with FRP sheets-mechanics of short-termbehavior[J].Journal of Engineering Me-chanics,1991,117(7):1652-1672.
[8]Triantafillou T C,Plevris N,Deskovic N.Prestressed FRP sheets asexternal reinforcement of wood member[J].Journal of Structural Engi-neering,1992,118(5):1270-1284.
[9]Triantafillou TC,Plevris N,Deskovic N.Nonprestressedand prestressedFRPsheets as external reinforcement of wood members[J].Proceedingsof the Materials Engineering Congress,August 10-12,1992:710-717.
[10]Plevris N,Triantafillou TC.Creep behavior of FRP-reinforced woodmembers[J].Journal of Structural Engineering,1995,121(2):174-186.
[11]David WQ,Dagher HJ,Breton J M.Modeling creep deformations ofFRP-reinforced glulambeams[J].Wood and Fiber Science,2001,32(4):426-441.
[12]Plevris N,Triantafillou TC.Creep behavior of FRP-reinforced woodmembers-closure[J].Journal of Structural Engineering,1996,122(8):981.
[13]De Lorenzis L,Scialpi V,La Tegola A.Analytical and experimentalstudy on bondedin CFRP bars in glulamwood[J].Composite Part B:Engineering,2005,36:279-289.
[14]Triantafillou T C.Shear reinforcement of wood using FRP materials[J].Journal of Materials in Civil Engineering,1997,9(2):64-69.
[15]Hay S,Thiessen K,Svecova D,et al.Effectiveness of GFRPsheetsfor shear strengtheningof wood[J].Journal of Compositesfor Construc-tion,2006,(10):471-483.
[16]Svecova D,Eden RJ.Flexural and shear strengthening wood beamsusing glass fiber reinforced polymer bars-an experimental investiga-tion[J].Canadian Journal of Civil Engineering,2004,31:45-55.
[17]王鲲.碳纤维增强材料(CFRP)加固古建筑木结构试验[D].西安:西安建筑科技大学,2007.
[18]周钟宏,刘伟庆.碳纤维布加固木柱的轴心受压试验研究[J].工程抗震与加固改造,2006,28(3):44-48.
[19]Taheri F,Nagaraj M,Cheraghi N.FRP-reinforced glulaminatedcolumns.FRPInternational,2005,2(3):10-12.
[20]曹剑钊,蒋湘闽.FRP加固修复木结构研究现状与展望[J].山西建筑,2006,32(4):99-100.
[21]李大华,徐扬,等.对山西应县木塔采用纳米复合纤维加固的建议[J].山西地震,2001,107(4):24-25.
[22]于业拴.古建筑桦卯节点加固试验研究[D].西安:西安建筑科技大学,2007.
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