钢筋混凝土结构抗火研究进展
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摘要
在大量阅读中外文献的基础上,总结了目前国内外钢筋混凝土结构抗火研究的现状和成果,包括:钢筋混凝土结构在火灾中所处的环境;材料、构件及结构的高温性能;结构的抗火设计方法和灾后结构的损伤评估和修复加固方案等4个方面。最后,对其未来的研究方向进行了展望。
Based on extensive literature search,this paper presents a summary of research situation concerning fire resistance of reinforced concrete structures.Four topics are discussed here,including fires environment research,the behavior of materials,members and structures under fire,and the fire resistant design method of structures and various methods available for inspections and rehabilitation of structures after fire.Finally,some suggestions are given on future research directions.
Based on extensive literature search,this paper presents a summary of research situation concerning fire resistance of reinforced concrete structures.Four topics are discussed here,including fires environment research,the behavior of materials,members and structures under fire,and the fire resistant design method of structures and various methods available for inspections and rehabilitation of structures after fire.Finally,some suggestions are given on future research directions.
引文
[1]路春森,屈立军,等.建筑结构耐火设计[M].北京:中国建材工业出版社,1995.
[2]Lie TT.Structural Fire Protection[M].New York:Published by the ASCE,1992.
[3]Cox G.Fire Research in the 21stCentury[J].Fire Safety Journal,1999,32:203-219.
[4]Hyeong-Jin Kim.Structural Fire modeling[D].Tulsa:The Oklahome state university,2001:8.
[5]霍然等.建筑火灾安全工程导论[M].合肥:中国科学技术大学出版社,1999.
[6]时旭东,过镇海.钢筋混凝土结构的温度场[J].工程力学,1996,13(1):35-43.
[7]刘永军,李宏男,等.遭受火灾钢筋混凝土构件内温度场分析软件TFIELD[J].沈阳建筑工程学院学报,2000,16(4):251-253.
[8]Buyukozturk O,Connor J J.ARC-AComputer Program for Three Dimensional Finite Element Analysis of Reinforced、Prestressed,and RefractoryConcrete Structures[R].MIT,Department of Civil Engineering,Research Report R78-33,1978.
[9]Hellon TK,Protheroe S S.The BERSAFE Finite Element System[J].Computer Aided Design,1974:56-65.
[10]Elghazouli A Y,Izzuddin B A,Richardson A J.Numerical modelling of the structural fire behaviour of composite[J].Fire Safety Journal,2000,35:279-297.
[11]朱伯芳.不稳定温度场数值分析的分区异步长解法[J].水利学报,1995,3:237-243.
[12]孔祥谦.热应力有限单元法分析[M].上海:上海交通大学出版社,1999.
[13]Lie TT.A Procedure to Calculate Fire Resistance of Structural Members[C]//International Seminar on Three Decades of Structural Fire Safety[C]//Herts:Fire Research station,1983:139-153.
[14]Harmathy TZ.Thermal Properties of Concrete at Elevated Temperature[J].ASTMJournal of Materials,1970,5(1):47-74.
[15]Commission of the European Communities.Design of Concrete Structures[S].Eurocode No.2,Part 10:Structural Fire Design.Apr,1990.
[16]李卫,过镇海.高温下混凝土的强度和变形性能试验研究[J].建筑结构学报,1993,14(1):8-16.
[17]南建林,过镇海,时旭东.混凝土的温度-应力耦合本构关系[J].清华大学学报,1997,37(6):87-90.
[18]朱伯龙,陆洲导,胡克旭.高温(火灾)下混凝土与钢筋的本构关系[J].四川建筑科学研究,1990(1):37-43.
[19]钮宏,陆洲导,陈磊.高温下钢筋与混凝土本构关系的试验研究[J].同济大学学报,1990,18(3):287-7297.
[20]过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999.
[21]姚亚雄,朱伯龙.钢筋混凝土框架结构抗火试验研究[J].同济大学学报,1996,24(6):619-624.
[22]Harade T,et al.Strength,Elasticity and Thermal Properties of Concrete Subjected to Elevated Temperature[R].ACI SP 34-19,detroit,1972:377-406.
[23]Kaplan MF,Roux F J P.Effect of Elevated Temperature on the Properties of Containment and Shielding of Nuclear Reactors[R].ACI SP34-24,detroit,1972:437-441.
[24]Marechal J C.Variations in the Modulus of Elasticity and Poisson’s Ration with Temperature.Concrete for Nuclear Reactors[R].ACI SP-34,detroit,1972:405-433.
[25]Thelanderson S.Mechanical Behaviour of Concrete under Torsional Loading at Transient High Temperature Condition[R].Lund Institute of Tech-nology,Bulletin No.46,1974.
[26]Anderberg Y,et al.Stress and Deformation Characteristics of Concrete at High Temperature.2-D Experimental Investigation and Material Be-haviour Model[R].Lund Institute of Technology,Bulletin No.54,1974.
[27]Lie TT,Celikkol B.Method to Calculate the Fire Resistance of Circular Reinforced Concrete Columns[J].ACI,Material Journal,1991.81(1):84-91.
[28]吕彤光,时旭东,过镇海.高温下Ⅰ~Ⅴ级钢筋的强度和变形试验研究[J].福州大学学报,1996,24:11-17.
[29]Diederichs U,Schneider U.Bond Strength at High Temperature[J].Magazine of Concrete Research,1981(6):75-84.
[30]陆洲导,朱伯龙,周跃华.钢筋混凝土简支梁对火灾反应的试验研究[J].土木工程学报,1993,26(3):47-54.
[31]时旭东,过镇海.高温下钢筋混凝土受力性能的试验研究[J].土木工程学报,2000,33(6):6-16.
[32]时旭东.高温下钢筋混凝土杆系结构试验研究和非线性有限元分析[D].北京:清华大学,1992.
[33]孙劲峰,时旭东,过镇海.三面受热钢筋混凝土梁在高温时和降温后受力性能的试验研究[J].建筑结构,2002,32(1):34-36.
[34]Shi X D,Tom TH,Tom K H,Guo Z H.Effect of Force-Temperature Paths on Behaviors of Reinforced Concrete Flexural Members[J].ASCE,Journal of Structural Engineering,2002,108(3):365-373.
[35]Church J G,Clark LA.The Effect of Combined Thermal and Force Loads on the Behaviors of Reinforced Concrete Beams[J].The Structural En-gineering,1988,66(16):262-267.
[36]Ellingwood B,LinTD.Flexure and Shear Behavior of Concrete Beams During Fire[J].ASCE,Journal of Structural Engineering,1991,117(2):440-457.
[37]苏南,林桐柱,Lie TT.钢筋混凝土柱的抗火性能[J].土木工程学报,1992,25(6):25-36.
[38]Ng AHB,Mirza MS,Lie TT.Response of Direct Models of Reinforced Concrete Columns Subjected to Fire[J].ACI Structural Journal,1990,87(3):313-323.
[39]钮宏,龚扬林.混凝土偏心受压长柱的抗火研究[J].建筑结构,1993(1):41-43.
[40]时旭东,李华东,过镇海.三面受火钢筋混凝土轴心受压柱的受力性能试验研究[J].建筑结构学报,1997,18(4):13-22.
[41]杨建平,时旭东,过镇海.两种升温-加载途径下钢筋混凝土压弯构件受力性能的试验研究及分析[J].工程力学,2001,18(3):81-90.
[42]张杰英,时旭东,过镇海.不同偏心距下钢筋混凝土压弯构件的高温试验研究[C]//混凝土结构基本理论及工程应用第五届学术会议论文集.天津:天津大学出版社,1998:10-15.
[43]杨建平,时旭东,过镇海.两面与三面高温下钢筋混凝土压弯构件的性能比较[J].工业建筑,2000,30:34-37.
[44]时旭东,李华东,过镇海.三面受热钢筋混凝土偏心受压柱的试验研究[J].福州大学学报,1996,24:138-144.
[45]陆洲导,朱伯龙,姚亚雄.钢筋混凝土框架火灾反应分析[J].土木工程学报,1995,6:18-30.
[46]时旭东,过镇海.高温下钢筋混凝土连续梁的受力性能试验研究[J].土木工程学报,1997,30(4):26-34.
[47]时旭东,过镇海.高温下钢筋混凝土连续梁的破坏机构和内力重分布研究[J].建筑结构,1996,7:34-37.
[48]时旭东,过镇海.高温下钢筋混凝土框架的受力性能试验研究[J].土木工程学报,2000,33(1):36-45.
[49]Beeker J M,Bresler B.Reinforced Concrete Frames in Fires Environments[J].Journal of the Structural Division,1977,103(1):211-223.
[50]Guo-Qiang Li,Shou-Chao Jiang.Prediction to Nonlinear of Steel Frames Subjected to Fire[J].Fire Safety Journal,1999,32:347-368.
[51]刘永军.钢筋混凝土结构火灾反应数值模拟及软件开发[D].大连:大连理工大学,2002.
[52]刘永军,姚斌,等.性能化结构抗火设计的若干关键问题[J].消防科学与技术,2003,2(6):473-476.
[53]李延和,闵明保.火灾后建筑结构受损程度的诊断方法[J].南京建工学院学报.1995,3:7-14.
[54]杨彦克,郑盛娥.混凝土结构火灾损伤评估[J].四川建筑科学研究,1991,4:22-26.
[55]段文玺.建筑结构的火灾分析和处理(五)-检查评定和修复方法[J].工业建筑,1985,12:51-55.
[56]谢旭阳,任爱珠.城市地震次生火灾蔓延模拟系统[J].消防科学与技术,2003,22(6):460-462.
[57]韩新,曾杰.建筑火灾危险性评估性能方法基本框架研究[J].自然灾害学报,2001,10(2):50-57.
[58]余世舟,赵振东,等.基于GIS的地震次生灾害数值模拟[J].自然灾害学报,2003,12(4):100-105.
[2]Lie TT.Structural Fire Protection[M].New York:Published by the ASCE,1992.
[3]Cox G.Fire Research in the 21stCentury[J].Fire Safety Journal,1999,32:203-219.
[4]Hyeong-Jin Kim.Structural Fire modeling[D].Tulsa:The Oklahome state university,2001:8.
[5]霍然等.建筑火灾安全工程导论[M].合肥:中国科学技术大学出版社,1999.
[6]时旭东,过镇海.钢筋混凝土结构的温度场[J].工程力学,1996,13(1):35-43.
[7]刘永军,李宏男,等.遭受火灾钢筋混凝土构件内温度场分析软件TFIELD[J].沈阳建筑工程学院学报,2000,16(4):251-253.
[8]Buyukozturk O,Connor J J.ARC-AComputer Program for Three Dimensional Finite Element Analysis of Reinforced、Prestressed,and RefractoryConcrete Structures[R].MIT,Department of Civil Engineering,Research Report R78-33,1978.
[9]Hellon TK,Protheroe S S.The BERSAFE Finite Element System[J].Computer Aided Design,1974:56-65.
[10]Elghazouli A Y,Izzuddin B A,Richardson A J.Numerical modelling of the structural fire behaviour of composite[J].Fire Safety Journal,2000,35:279-297.
[11]朱伯芳.不稳定温度场数值分析的分区异步长解法[J].水利学报,1995,3:237-243.
[12]孔祥谦.热应力有限单元法分析[M].上海:上海交通大学出版社,1999.
[13]Lie TT.A Procedure to Calculate Fire Resistance of Structural Members[C]//International Seminar on Three Decades of Structural Fire Safety[C]//Herts:Fire Research station,1983:139-153.
[14]Harmathy TZ.Thermal Properties of Concrete at Elevated Temperature[J].ASTMJournal of Materials,1970,5(1):47-74.
[15]Commission of the European Communities.Design of Concrete Structures[S].Eurocode No.2,Part 10:Structural Fire Design.Apr,1990.
[16]李卫,过镇海.高温下混凝土的强度和变形性能试验研究[J].建筑结构学报,1993,14(1):8-16.
[17]南建林,过镇海,时旭东.混凝土的温度-应力耦合本构关系[J].清华大学学报,1997,37(6):87-90.
[18]朱伯龙,陆洲导,胡克旭.高温(火灾)下混凝土与钢筋的本构关系[J].四川建筑科学研究,1990(1):37-43.
[19]钮宏,陆洲导,陈磊.高温下钢筋与混凝土本构关系的试验研究[J].同济大学学报,1990,18(3):287-7297.
[20]过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999.
[21]姚亚雄,朱伯龙.钢筋混凝土框架结构抗火试验研究[J].同济大学学报,1996,24(6):619-624.
[22]Harade T,et al.Strength,Elasticity and Thermal Properties of Concrete Subjected to Elevated Temperature[R].ACI SP 34-19,detroit,1972:377-406.
[23]Kaplan MF,Roux F J P.Effect of Elevated Temperature on the Properties of Containment and Shielding of Nuclear Reactors[R].ACI SP34-24,detroit,1972:437-441.
[24]Marechal J C.Variations in the Modulus of Elasticity and Poisson’s Ration with Temperature.Concrete for Nuclear Reactors[R].ACI SP-34,detroit,1972:405-433.
[25]Thelanderson S.Mechanical Behaviour of Concrete under Torsional Loading at Transient High Temperature Condition[R].Lund Institute of Tech-nology,Bulletin No.46,1974.
[26]Anderberg Y,et al.Stress and Deformation Characteristics of Concrete at High Temperature.2-D Experimental Investigation and Material Be-haviour Model[R].Lund Institute of Technology,Bulletin No.54,1974.
[27]Lie TT,Celikkol B.Method to Calculate the Fire Resistance of Circular Reinforced Concrete Columns[J].ACI,Material Journal,1991.81(1):84-91.
[28]吕彤光,时旭东,过镇海.高温下Ⅰ~Ⅴ级钢筋的强度和变形试验研究[J].福州大学学报,1996,24:11-17.
[29]Diederichs U,Schneider U.Bond Strength at High Temperature[J].Magazine of Concrete Research,1981(6):75-84.
[30]陆洲导,朱伯龙,周跃华.钢筋混凝土简支梁对火灾反应的试验研究[J].土木工程学报,1993,26(3):47-54.
[31]时旭东,过镇海.高温下钢筋混凝土受力性能的试验研究[J].土木工程学报,2000,33(6):6-16.
[32]时旭东.高温下钢筋混凝土杆系结构试验研究和非线性有限元分析[D].北京:清华大学,1992.
[33]孙劲峰,时旭东,过镇海.三面受热钢筋混凝土梁在高温时和降温后受力性能的试验研究[J].建筑结构,2002,32(1):34-36.
[34]Shi X D,Tom TH,Tom K H,Guo Z H.Effect of Force-Temperature Paths on Behaviors of Reinforced Concrete Flexural Members[J].ASCE,Journal of Structural Engineering,2002,108(3):365-373.
[35]Church J G,Clark LA.The Effect of Combined Thermal and Force Loads on the Behaviors of Reinforced Concrete Beams[J].The Structural En-gineering,1988,66(16):262-267.
[36]Ellingwood B,LinTD.Flexure and Shear Behavior of Concrete Beams During Fire[J].ASCE,Journal of Structural Engineering,1991,117(2):440-457.
[37]苏南,林桐柱,Lie TT.钢筋混凝土柱的抗火性能[J].土木工程学报,1992,25(6):25-36.
[38]Ng AHB,Mirza MS,Lie TT.Response of Direct Models of Reinforced Concrete Columns Subjected to Fire[J].ACI Structural Journal,1990,87(3):313-323.
[39]钮宏,龚扬林.混凝土偏心受压长柱的抗火研究[J].建筑结构,1993(1):41-43.
[40]时旭东,李华东,过镇海.三面受火钢筋混凝土轴心受压柱的受力性能试验研究[J].建筑结构学报,1997,18(4):13-22.
[41]杨建平,时旭东,过镇海.两种升温-加载途径下钢筋混凝土压弯构件受力性能的试验研究及分析[J].工程力学,2001,18(3):81-90.
[42]张杰英,时旭东,过镇海.不同偏心距下钢筋混凝土压弯构件的高温试验研究[C]//混凝土结构基本理论及工程应用第五届学术会议论文集.天津:天津大学出版社,1998:10-15.
[43]杨建平,时旭东,过镇海.两面与三面高温下钢筋混凝土压弯构件的性能比较[J].工业建筑,2000,30:34-37.
[44]时旭东,李华东,过镇海.三面受热钢筋混凝土偏心受压柱的试验研究[J].福州大学学报,1996,24:138-144.
[45]陆洲导,朱伯龙,姚亚雄.钢筋混凝土框架火灾反应分析[J].土木工程学报,1995,6:18-30.
[46]时旭东,过镇海.高温下钢筋混凝土连续梁的受力性能试验研究[J].土木工程学报,1997,30(4):26-34.
[47]时旭东,过镇海.高温下钢筋混凝土连续梁的破坏机构和内力重分布研究[J].建筑结构,1996,7:34-37.
[48]时旭东,过镇海.高温下钢筋混凝土框架的受力性能试验研究[J].土木工程学报,2000,33(1):36-45.
[49]Beeker J M,Bresler B.Reinforced Concrete Frames in Fires Environments[J].Journal of the Structural Division,1977,103(1):211-223.
[50]Guo-Qiang Li,Shou-Chao Jiang.Prediction to Nonlinear of Steel Frames Subjected to Fire[J].Fire Safety Journal,1999,32:347-368.
[51]刘永军.钢筋混凝土结构火灾反应数值模拟及软件开发[D].大连:大连理工大学,2002.
[52]刘永军,姚斌,等.性能化结构抗火设计的若干关键问题[J].消防科学与技术,2003,2(6):473-476.
[53]李延和,闵明保.火灾后建筑结构受损程度的诊断方法[J].南京建工学院学报.1995,3:7-14.
[54]杨彦克,郑盛娥.混凝土结构火灾损伤评估[J].四川建筑科学研究,1991,4:22-26.
[55]段文玺.建筑结构的火灾分析和处理(五)-检查评定和修复方法[J].工业建筑,1985,12:51-55.
[56]谢旭阳,任爱珠.城市地震次生火灾蔓延模拟系统[J].消防科学与技术,2003,22(6):460-462.
[57]韩新,曾杰.建筑火灾危险性评估性能方法基本框架研究[J].自然灾害学报,2001,10(2):50-57.
[58]余世舟,赵振东,等.基于GIS的地震次生灾害数值模拟[J].自然灾害学报,2003,12(4):100-105.
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