钢与混凝土组合梁的发展、研究和应用
|
摘要
本文简要介绍了钢与混凝土组合梁的发展史 ,阐述了四类钢与混凝土组合梁的研究现状并提出了有待进一步解决的问题 ,列举了其在国内部分工程上的应用。
Development of steel and concrete composite beams is introduced simply in this paper.The theoretical research achievements of four types of steel and concrete composite beams is expounded,some are discussed too,some application of steel and concrete composite beams in domestic engineering projects is presented.
Development of steel and concrete composite beams is introduced simply in this paper.The theoretical research achievements of four types of steel and concrete composite beams is expounded,some are discussed too,some application of steel and concrete composite beams in domestic engineering projects is presented.
引文
[1]MackayHM ,GillespieP&LeluauC .ReportonthestrengthofsteelI beamshaunchedwithconcrete.EngineeringJournal,Canada,1923,6(8):365369
[2]BathoC ,LashSD&KirkhamRHH .Thepropertiesofcompositebeams,consistingofsteeljointsencasedinconcrete,underdirectandsustainedloading.JournaloftheInstitutionofCivilEngineers,1939,11(4):61114
[3]ViestIM .Investigationofstudshearconnectorsforcompositecon creteandsteelT beams.JournaloftheAmericanConcreteInsti tute,1956,27(8):875891
[4]D .Lam.Compositesteelbeamswithprecasthollowcoreslabs:be havioranddesign.Compostitestructure,2002,11(4):179185
[5]ViestIM .Investigationofstudshearconnectorsforcompositecon creteandsteelT beams.JournaloftheAmericanConcreteInsti tute,1956,27(8):875891
[6]ChapmanJC .Compositeconstructioninsteelandconcrete:Thebe haviourofcompositebeams.TheStructuralEngineer,1964,42(4):115125
[7]ChapmanJC ,BalakrishnanS .Experimentsoncompositebeams.TheStructuralEngineer1964,42(11):369383
[8]SlutterRG ,DriscollGC .Flexuralstrengthofsteel concretecompos titebeams.JournaloftheStructuralDivision(ASCE ),1965,91(ST2):7199
[9]OllgaardJG ,SlutterRG&FisherJW .Shearstrengthofstudcon nectorsinlightweightandnormalweightconcrete.EngineeringJour nal(AISC),1971,8(2):5564
[10]R .P .JohnsonandI.M .May.Partial interactiondesignofcompositebeams[C],StructuralAug,1975
[11]王挺,聂建国,李炳益等钢压型钢板混凝土组合梁极限抗弯承载力的研究[J]建筑结构学报,2001,22(2):6165
[12]聂建国,崔玉萍,石中柱等部分剪力连接钢混凝土组合梁受弯极限承载力的计算[J]工程力学,2000,17(3):3742
[13]聂建国,沈聚敏,余志武考虑滑移效应的钢混凝土组合梁变形计算的折减刚度法[J],1995,28(2):1117
[14]蒋丽忠,余志武,李佳均布荷载作用下钢混凝土组合梁滑移及变形的理论计算[J]工程力学,2003,20(2):133137
[15]余志武,蒋立忠,李佳集中荷载作用下钢混凝土组合梁界面滑移及变形[J]土木工程学报,2003,36(8):16
[16]聂建国,沈聚敏,袁彦声等钢混凝土组合梁中剪力连接件实际承载力的研究[J]建筑结构学报,1996,17(2):2128
[17]聂建国,王洪全钢混凝土组合梁纵向抗剪的试验研究[J]建筑结构学报,1997,1(2):1319
[18]赵鸿铁钢与混凝土组合结构科学出版社,2001
[19]杨有福,韩林海矩形钢管混凝土抗弯力学性能的试验研究[J]地震工程与工程振动,2001,21(3):4148
[20]宗周红,魏潮红,程浩德等帽型截面钢混凝土组合梁的试验研究[J]建筑结构,2003,33(2):2933
[21]周天华,何保康,李鑫全等帽型冷弯薄壁型钢混凝土组合梁的试验研究[J]建筑结构,2003,33(1):4850
[22]张耀春,毛小勇,曹宝珠轻钢混凝土组合梁的试验研究及非线性有限元分析[J]建筑结构学报,2003,24(1):2633
[23]胡夏闽,高华杰组合结构在欧洲的新进展[J]工业建筑,2002,32(5):7580
[24]林于东,宗周红帽型冷弯薄壁型钢混凝土组合梁受弯强度[J]工业建筑,2002,32(9):1113
[25]郭红梅,徐立明帽型截面钢混凝土组合梁变形计算公式[J]中外建筑,2003,5:9091
[2]BathoC ,LashSD&KirkhamRHH .Thepropertiesofcompositebeams,consistingofsteeljointsencasedinconcrete,underdirectandsustainedloading.JournaloftheInstitutionofCivilEngineers,1939,11(4):61114
[3]ViestIM .Investigationofstudshearconnectorsforcompositecon creteandsteelT beams.JournaloftheAmericanConcreteInsti tute,1956,27(8):875891
[4]D .Lam.Compositesteelbeamswithprecasthollowcoreslabs:be havioranddesign.Compostitestructure,2002,11(4):179185
[5]ViestIM .Investigationofstudshearconnectorsforcompositecon creteandsteelT beams.JournaloftheAmericanConcreteInsti tute,1956,27(8):875891
[6]ChapmanJC .Compositeconstructioninsteelandconcrete:Thebe haviourofcompositebeams.TheStructuralEngineer,1964,42(4):115125
[7]ChapmanJC ,BalakrishnanS .Experimentsoncompositebeams.TheStructuralEngineer1964,42(11):369383
[8]SlutterRG ,DriscollGC .Flexuralstrengthofsteel concretecompos titebeams.JournaloftheStructuralDivision(ASCE ),1965,91(ST2):7199
[9]OllgaardJG ,SlutterRG&FisherJW .Shearstrengthofstudcon nectorsinlightweightandnormalweightconcrete.EngineeringJour nal(AISC),1971,8(2):5564
[10]R .P .JohnsonandI.M .May.Partial interactiondesignofcompositebeams[C],StructuralAug,1975
[11]王挺,聂建国,李炳益等钢压型钢板混凝土组合梁极限抗弯承载力的研究[J]建筑结构学报,2001,22(2):6165
[12]聂建国,崔玉萍,石中柱等部分剪力连接钢混凝土组合梁受弯极限承载力的计算[J]工程力学,2000,17(3):3742
[13]聂建国,沈聚敏,余志武考虑滑移效应的钢混凝土组合梁变形计算的折减刚度法[J],1995,28(2):1117
[14]蒋丽忠,余志武,李佳均布荷载作用下钢混凝土组合梁滑移及变形的理论计算[J]工程力学,2003,20(2):133137
[15]余志武,蒋立忠,李佳集中荷载作用下钢混凝土组合梁界面滑移及变形[J]土木工程学报,2003,36(8):16
[16]聂建国,沈聚敏,袁彦声等钢混凝土组合梁中剪力连接件实际承载力的研究[J]建筑结构学报,1996,17(2):2128
[17]聂建国,王洪全钢混凝土组合梁纵向抗剪的试验研究[J]建筑结构学报,1997,1(2):1319
[18]赵鸿铁钢与混凝土组合结构科学出版社,2001
[19]杨有福,韩林海矩形钢管混凝土抗弯力学性能的试验研究[J]地震工程与工程振动,2001,21(3):4148
[20]宗周红,魏潮红,程浩德等帽型截面钢混凝土组合梁的试验研究[J]建筑结构,2003,33(2):2933
[21]周天华,何保康,李鑫全等帽型冷弯薄壁型钢混凝土组合梁的试验研究[J]建筑结构,2003,33(1):4850
[22]张耀春,毛小勇,曹宝珠轻钢混凝土组合梁的试验研究及非线性有限元分析[J]建筑结构学报,2003,24(1):2633
[23]胡夏闽,高华杰组合结构在欧洲的新进展[J]工业建筑,2002,32(5):7580
[24]林于东,宗周红帽型冷弯薄壁型钢混凝土组合梁受弯强度[J]工业建筑,2002,32(9):1113
[25]郭红梅,徐立明帽型截面钢混凝土组合梁变形计算公式[J]中外建筑,2003,5:9091
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心