水平荷载作用下型钢混凝土梁-角钢混凝土柱框架非线性有限元模拟
|
摘要
采用有限元软件ABAQUS,对一榀单层单跨型钢混凝土组合梁-角钢混凝土柱框架进行水平方向的P-Δ非线性模拟,并与试验结果进行对比。模拟中采用三维实体建模,并从单元的选取、模型的划分、材料本构的定义、荷载的施加及求解技术等方面,对框架的有限元模拟进行了较为系统的阐述。通过模拟计算,得到了框架的荷载-位移曲线及破坏模式,其计算结果与试验结果吻合良好。结果表明,在合理选取参数的基础上,ABAQUS软件能够较为真实地模拟框架的受力过程。
An FEM simulation for a frame structure of steel reinforced concrete beam and angle steel concrete column was conducted by finite element software ABAQUS,and the results for the simulation and tests are compared.3D finite element model of the frame was established in this simulation,and a series of numerical simulation technologies were described,such as selecting element types,meshing element,defining material models,applying load,and solving skills.Through the FEM simulation,the load-displacement curves and failure modes of the frame were acquired,and the results agreed well with the tests.The investigation shows that the loading process of a frame structure can be simulated well by software ABAQUS,based on the rational selecting parameters.
An FEM simulation for a frame structure of steel reinforced concrete beam and angle steel concrete column was conducted by finite element software ABAQUS,and the results for the simulation and tests are compared.3D finite element model of the frame was established in this simulation,and a series of numerical simulation technologies were described,such as selecting element types,meshing element,defining material models,applying load,and solving skills.Through the FEM simulation,the load-displacement curves and failure modes of the frame were acquired,and the results agreed well with the tests.The investigation shows that the loading process of a frame structure can be simulated well by software ABAQUS,based on the rational selecting parameters.
引文
[1]郑文忠.哈尔滨市科学技术计划项目“既有房屋套建增层改造成套技术”可行性研究报告[R].哈尔滨:哈尔滨工业大学土木工程学院2,005.Zheng W Z.Feasibility Study Report of Techniquesfor Adding Stories Around Existing Buildings usingOuter-Jacketing Structures of Harbin Science andTechnology Plan Item[R].Harbin:School of CivilEngineering,Harbin Institute of Technology,2005.(inChinese)
[2]郑文忠,刘铁,谭军,等.绥芬河青云市场套(扩)建工程结构设计方法与施工措施研究[J].土木工程学报2,006(11):68-76.Zheng W Z,Lui T,Tan J,et al.Design Methods andConstruction Techniques for the Outer-JacketingStructure Reconstruction(Extension)Project of theSuifenhe Qingyun Market[J].China Civil EngineeringJournal,2006(11):68-76.(in Chinese)
[3]Zheng W Z,Ji J.Dynamic Performance of Angle-Steel Concrete Columns under Cyclic Loading-I:Experimental Study[J].Earthquake Engineering andEngineering Vibration,2008(1):67-75.
[4]Zheng W Z,Ji J.Dynamic Performance of Angle-Steel Concrete Columns under Cyclic Loading-II:Parametric Study[J].Earthquake Engineering andEngineering Vibration,2008(2):137-146.
[5]王琨,郑文忠.套建增层预应力钢骨混凝土框架弹塑性地震反应分析[J].地震工程与工程振动,2008,28(4):94-105.Wang K,Zheng W Z.Elastic-Plastic Seismic ResponsAnalysis of Outer-Jacketing Prestressed SteelReinforced Concrete Frame[J].Journal of EarthquakeEngineering and Engineering Vibration,2008,28(4):94-105.(in Chinese)
[6]徐芳,吕西林,章红梅,等.钢筋混凝土叠合墙体非线性仿真研究[J].结构工程师,2011,27(1):34-39.Xu F,Lu X L,Zhang H M,et al.ComputationalSimulation for Nonlinearity of Reinforced ConcreteComposite Walls[J].Structural Engineers2,0112,7(1):34-39.(in Chinese)
[7]周楠楠,何敏娟.轻型木结构剪力墙有限元分析[J].结构工程师2,0102,6(6):37-41.Zhou N N,He M J.Finite Element Analysis of ShearWalls in Light Wood-Framed Houses[J].StructuralEngineers,2010,26(6):37-41.(in Chinese)
[8]郭楠,郑文忠.板-柱结构抗震性能研究[J].沈阳建筑大学学报2,0082,4(5):729-736.Guo N,Zheng W Z.Seismic Behavior of Plate-ColumnStructure[J].Journanl of Shenyang University NaturalScience2,0082,4(5):729-736.(in Chinese)
[9]庄茁.ABAQUS有限元软件6.4版入门指南[M].北京:清华大学出版社,2004.Zhuang Z.Infinite Element soft ABAQUS 6.4 Manual[M.]Beijing:Qinhua University Press,2004.(inChinese)
[10]王飞,罗永峰,徐长征.某轻型钢框架抗震性能分析[J].结构工程师2,0102,6(2):109-118.Wang F,Luo Y F,Xu C Z.Seismic Behavior of aLight-Weight Steel Frame System[J].StructuralEngineers,2010,26(2):109-118.(in Chinese)
[11]中华人民共和国建设部.GB 50010—2002.混凝土结构设计规范[S].北京:中国建筑工业出版社,2002:206-208.Ministry of Construction of the People’s Republic ofChina.GB 50010—2002.Code for Design of ConcreteStructure[S].Beijing.China Building Industry Press,2002:206-208.
[12]ABAQUSStandard User’s Manual:ABAQUS 6.5Theory Manual[M].Hibbitt,Karlsson&Sorensen,Inc.2,005.
[13]Lee J,Fenves G L.Plastic-Damage Model for CyclicLoading of Concrete Structures[J].ASCE Journal ofEngineering Mechanics1,9981,24(3):892-900.
[14]王金昌,陈页开.ABAQUS在土木工程中的应用[M].杭州:浙江大学出版社2,006.Wang J C,Chen Y K.Application of ABAQUS inCivil Engineer[M].Hangzhou:Zhejiang UniversityPress,2006.(in Chinese)
[15]雷拓,钱江,刘成清.混凝土损伤塑性模型应用研究[J].结构工程师2,0082,4(2):22-27.Lei T,Qian J,Liu C Q.Application of DamagedPlasticity Model for Concrete[J].StructuralEngineers,2008,24(2):22-27.(in Chinese)
[2]郑文忠,刘铁,谭军,等.绥芬河青云市场套(扩)建工程结构设计方法与施工措施研究[J].土木工程学报2,006(11):68-76.Zheng W Z,Lui T,Tan J,et al.Design Methods andConstruction Techniques for the Outer-JacketingStructure Reconstruction(Extension)Project of theSuifenhe Qingyun Market[J].China Civil EngineeringJournal,2006(11):68-76.(in Chinese)
[3]Zheng W Z,Ji J.Dynamic Performance of Angle-Steel Concrete Columns under Cyclic Loading-I:Experimental Study[J].Earthquake Engineering andEngineering Vibration,2008(1):67-75.
[4]Zheng W Z,Ji J.Dynamic Performance of Angle-Steel Concrete Columns under Cyclic Loading-II:Parametric Study[J].Earthquake Engineering andEngineering Vibration,2008(2):137-146.
[5]王琨,郑文忠.套建增层预应力钢骨混凝土框架弹塑性地震反应分析[J].地震工程与工程振动,2008,28(4):94-105.Wang K,Zheng W Z.Elastic-Plastic Seismic ResponsAnalysis of Outer-Jacketing Prestressed SteelReinforced Concrete Frame[J].Journal of EarthquakeEngineering and Engineering Vibration,2008,28(4):94-105.(in Chinese)
[6]徐芳,吕西林,章红梅,等.钢筋混凝土叠合墙体非线性仿真研究[J].结构工程师,2011,27(1):34-39.Xu F,Lu X L,Zhang H M,et al.ComputationalSimulation for Nonlinearity of Reinforced ConcreteComposite Walls[J].Structural Engineers2,0112,7(1):34-39.(in Chinese)
[7]周楠楠,何敏娟.轻型木结构剪力墙有限元分析[J].结构工程师2,0102,6(6):37-41.Zhou N N,He M J.Finite Element Analysis of ShearWalls in Light Wood-Framed Houses[J].StructuralEngineers,2010,26(6):37-41.(in Chinese)
[8]郭楠,郑文忠.板-柱结构抗震性能研究[J].沈阳建筑大学学报2,0082,4(5):729-736.Guo N,Zheng W Z.Seismic Behavior of Plate-ColumnStructure[J].Journanl of Shenyang University NaturalScience2,0082,4(5):729-736.(in Chinese)
[9]庄茁.ABAQUS有限元软件6.4版入门指南[M].北京:清华大学出版社,2004.Zhuang Z.Infinite Element soft ABAQUS 6.4 Manual[M.]Beijing:Qinhua University Press,2004.(inChinese)
[10]王飞,罗永峰,徐长征.某轻型钢框架抗震性能分析[J].结构工程师2,0102,6(2):109-118.Wang F,Luo Y F,Xu C Z.Seismic Behavior of aLight-Weight Steel Frame System[J].StructuralEngineers,2010,26(2):109-118.(in Chinese)
[11]中华人民共和国建设部.GB 50010—2002.混凝土结构设计规范[S].北京:中国建筑工业出版社,2002:206-208.Ministry of Construction of the People’s Republic ofChina.GB 50010—2002.Code for Design of ConcreteStructure[S].Beijing.China Building Industry Press,2002:206-208.
[12]ABAQUSStandard User’s Manual:ABAQUS 6.5Theory Manual[M].Hibbitt,Karlsson&Sorensen,Inc.2,005.
[13]Lee J,Fenves G L.Plastic-Damage Model for CyclicLoading of Concrete Structures[J].ASCE Journal ofEngineering Mechanics1,9981,24(3):892-900.
[14]王金昌,陈页开.ABAQUS在土木工程中的应用[M].杭州:浙江大学出版社2,006.Wang J C,Chen Y K.Application of ABAQUS inCivil Engineer[M].Hangzhou:Zhejiang UniversityPress,2006.(in Chinese)
[15]雷拓,钱江,刘成清.混凝土损伤塑性模型应用研究[J].结构工程师2,0082,4(2):22-27.Lei T,Qian J,Liu C Q.Application of DamagedPlasticity Model for Concrete[J].StructuralEngineers,2008,24(2):22-27.(in Chinese)
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