钢筋/FRP筋与混凝土粘结滑移本构关系的对比及设计建议
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摘要
受力筋与混凝土的粘结滑移本构关系对于结构或构件的受力分析有着至关重要的作用。本文详细的介绍了国内外钢筋混凝土构件与FRP筋混凝土构件粘结滑移本构模型的研究进展和发展现状。通过将国内外有代表性的数字模型描绘成表达本构关系的曲线模型,去探讨各个模型的曲线特征。对比分析并整理归纳出钢筋和FRP筋与混凝土之间粘结应力与滑移量关系的异同,有针对性的提出提高FRP与混凝土间粘结滑移性能的建议,为以后的研究工作提供思路并做以参考。
引文
[1]郑桥文.FRP筋混凝土梁设计理论研究[D].上海:同济大学,2006,6.
[2]林晓伟,帅同彬,林宏敏.FRP筋混凝土结构的发展[J].山西建筑,2009,35(21):72.
[3]陈辉,杨彦克,王传波.纤维增强聚合物筋混凝土的研究与应用[J].混凝土,2007(1):43.
[4]Leroy A,Lutz and Peter Gergely.Mechanics of bond and slip of deformed bars in concrete[J].ACI.1967,Nov,P711-721.
[5]Nilson A N.Internal measurement of bond-slip[J].ACI,1972,69(7):439-441.
[6]Mirza S M,Houde J.Study of bond stress-slip relationship in reinforced concrete[J].ACI,1979,76(1):19-46.
[7]狄生林.钢筋混凝土握裹力一滑移关系的试验研究[D].南京:东南大学土木工程系,1981.
[8]滕智明,王传志.钢筋混凝土结构理论[M].北京:中国建筑工业出版社,1985.
[9]金芷生,朱万福,庞同和.钢筋与混凝土枯结性能试验研究[J].南京工学院学报,1985,2:73-85.
[10]Jaber M.Alsiwat and Murat Saatcioglu.Reinforcement Anchorage Slip under Monotonic Loading.Journal of Structural Engineering.1992,No.9,pp,2421-2437.
[11]徐有邻,沈文都,汪洪.钢筋砼粘结锚固性能的试验研究[J].建筑结构学报,1994,03:26-37.
[12]徐有邻.钢筋混凝土粘滑移本构关系的简化模型[C].中国力学学会结构工程专业委员会、中国力学学会《工程力学》编委会、广西自治区科学技术协会、广西大学、清华大学土木工程系,1997:5.
[13]高向玲.高性能混凝土与钢筋粘结性能的试验研究及数值模拟[D].上海:同济大学,2006.
[14]Malvar L J.Tensile and bond properties of GFRPreinforcing bars[J].ACI Materials Journal.1995,92(3):276-285.
[15]Eligehausen R,Popov E P,Bertero V V.Local bond stress-slip relationships of deformed bars under generalized excititations[C].Berkeley:Report No.83/23,EERC,1983
[16]Faoro M.Bearing and deformation behaviour of structural components with reinforcements comprising resin bonded glass fiber bars and conventional ribbed steel bars[C].Proceeding International Conference on Bond in Concrete,1992.
[17]Alunno Rossetti V,Galeota D,Giammatteo M M.Local bond stress-slip relationships of glass fiber reinforced plastic bars embedded in concrete[J].Materials and Structures,1995,28(180):340―344.
[18]Cosenza E,Manfredi G,Realfonzo R.Behavior and modeling of bond of FRP rebars to concrete[J].Journalof Composites for Construction,1997,1(2):40―51.
[19]Cosenza E,Manfredi G,Realfonzo R.Analytical modeling of bond between FRP reinforcing bars and concrete[C].Proceedings of the Second International RILEM Symp.(FRPRCS-2),Taerwe L,1995.
[20]Tighiouart B,Benmokrane B,Gao D.Investigation of bond in concrete member with fibre reinforced polymer(FRP)bars[J].Construction and Building Materials,1998,12(8):453―462.
[21]高丹盈,谢晶晶,李趁趁.纤维聚合物筋混凝土粘结性能的基本问题[J].郑州大学学报,2002,23(1):1―5.
[22]高丹盈,朱海棠,谢晶晶.纤维增强塑料筋混凝土粘结滑移本构模型[J].工业建筑,2003,33(7):41―44.
[23]郝庆多,王言磊,侯吉林,欧进萍.GFRP/钢绞线复合筋与混凝土粘结滑移本构关系模型[J].工程力学,2009,05:62-72.
[24]郑乔文,薛伟辰.粘砂变形GFRP筋的粘结滑移本构关系[J].工程力学,2008,09:162-169.
[25]薛伟辰,王圆,方志庆.黏砂变形GFRP筋与约束混凝土之间的黏结性能[J].建筑报,2013,01:6-11.
[2]林晓伟,帅同彬,林宏敏.FRP筋混凝土结构的发展[J].山西建筑,2009,35(21):72.
[3]陈辉,杨彦克,王传波.纤维增强聚合物筋混凝土的研究与应用[J].混凝土,2007(1):43.
[4]Leroy A,Lutz and Peter Gergely.Mechanics of bond and slip of deformed bars in concrete[J].ACI.1967,Nov,P711-721.
[5]Nilson A N.Internal measurement of bond-slip[J].ACI,1972,69(7):439-441.
[6]Mirza S M,Houde J.Study of bond stress-slip relationship in reinforced concrete[J].ACI,1979,76(1):19-46.
[7]狄生林.钢筋混凝土握裹力一滑移关系的试验研究[D].南京:东南大学土木工程系,1981.
[8]滕智明,王传志.钢筋混凝土结构理论[M].北京:中国建筑工业出版社,1985.
[9]金芷生,朱万福,庞同和.钢筋与混凝土枯结性能试验研究[J].南京工学院学报,1985,2:73-85.
[10]Jaber M.Alsiwat and Murat Saatcioglu.Reinforcement Anchorage Slip under Monotonic Loading.Journal of Structural Engineering.1992,No.9,pp,2421-2437.
[11]徐有邻,沈文都,汪洪.钢筋砼粘结锚固性能的试验研究[J].建筑结构学报,1994,03:26-37.
[12]徐有邻.钢筋混凝土粘滑移本构关系的简化模型[C].中国力学学会结构工程专业委员会、中国力学学会《工程力学》编委会、广西自治区科学技术协会、广西大学、清华大学土木工程系,1997:5.
[13]高向玲.高性能混凝土与钢筋粘结性能的试验研究及数值模拟[D].上海:同济大学,2006.
[14]Malvar L J.Tensile and bond properties of GFRPreinforcing bars[J].ACI Materials Journal.1995,92(3):276-285.
[15]Eligehausen R,Popov E P,Bertero V V.Local bond stress-slip relationships of deformed bars under generalized excititations[C].Berkeley:Report No.83/23,EERC,1983
[16]Faoro M.Bearing and deformation behaviour of structural components with reinforcements comprising resin bonded glass fiber bars and conventional ribbed steel bars[C].Proceeding International Conference on Bond in Concrete,1992.
[17]Alunno Rossetti V,Galeota D,Giammatteo M M.Local bond stress-slip relationships of glass fiber reinforced plastic bars embedded in concrete[J].Materials and Structures,1995,28(180):340―344.
[18]Cosenza E,Manfredi G,Realfonzo R.Behavior and modeling of bond of FRP rebars to concrete[J].Journalof Composites for Construction,1997,1(2):40―51.
[19]Cosenza E,Manfredi G,Realfonzo R.Analytical modeling of bond between FRP reinforcing bars and concrete[C].Proceedings of the Second International RILEM Symp.(FRPRCS-2),Taerwe L,1995.
[20]Tighiouart B,Benmokrane B,Gao D.Investigation of bond in concrete member with fibre reinforced polymer(FRP)bars[J].Construction and Building Materials,1998,12(8):453―462.
[21]高丹盈,谢晶晶,李趁趁.纤维聚合物筋混凝土粘结性能的基本问题[J].郑州大学学报,2002,23(1):1―5.
[22]高丹盈,朱海棠,谢晶晶.纤维增强塑料筋混凝土粘结滑移本构模型[J].工业建筑,2003,33(7):41―44.
[23]郝庆多,王言磊,侯吉林,欧进萍.GFRP/钢绞线复合筋与混凝土粘结滑移本构关系模型[J].工程力学,2009,05:62-72.
[24]郑乔文,薛伟辰.粘砂变形GFRP筋的粘结滑移本构关系[J].工程力学,2008,09:162-169.
[25]薛伟辰,王圆,方志庆.黏砂变形GFRP筋与约束混凝土之间的黏结性能[J].建筑报,2013,01:6-11.