内置钢板钢筋混凝土剪力墙非线性仿真研究
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摘要
DIANA(DIsplacement method ANAlyser)是一种研究混凝土结构能力较强的有限元分析软件,尤其适用于结构非线性分析。选择合适的模型和本构关系,采用DIANA,对反复荷载作用下内置钢板钢筋混凝土剪力墙受力性能进行数值分析。比较数值模拟结果与试验实测结果可知,DIANA能够较好地模拟构件峰值荷载点之前的滞回特性;就轴压比、混凝土强度等级等参数对于墙体抗震性能的影响进行了讨论,结果表明DIANA仿真模拟与试验结果吻合较好。针对数值仿真中存在的未考虑钢板与混凝土的粘结滑移、网格划分精度等问题,提出了合理精度的网格划分与几何非线性计算相结合的建议,可以较好地模拟钢板的局部屈曲。
In this paper,a software package called DIANA(DIsplacement method ANAlyser),chosen for its powerful capabilities to analyze reinforced concrete problems,is used to solve nonlinear problems by means of finite element method.A set of element models and constitutive formulations were defined to build up the specimen models under both axial compression and cyclic loading for performance of steel plate reinforced concrete shear walls.The model was validated through a comprehensive verification study where results obtained from the model were compared to test results,in the form of hysteretic curves.It is found that the model is capable of simulating pre-peak strength stages,but slightly deviates in post-peak strength cycles.Parametric analysis was also carried out for the compressive ratio and concrete strength value and the results agreed well with test results.In order to make better simulation to behavior of local buckling in steel plate,issues related to simulation of the bond-slip performance between steel plate and concrete,element meshing,etc.are discussed which can provide reference for DIANA application in civil engineering in China.
In this paper,a software package called DIANA(DIsplacement method ANAlyser),chosen for its powerful capabilities to analyze reinforced concrete problems,is used to solve nonlinear problems by means of finite element method.A set of element models and constitutive formulations were defined to build up the specimen models under both axial compression and cyclic loading for performance of steel plate reinforced concrete shear walls.The model was validated through a comprehensive verification study where results obtained from the model were compared to test results,in the form of hysteretic curves.It is found that the model is capable of simulating pre-peak strength stages,but slightly deviates in post-peak strength cycles.Parametric analysis was also carried out for the compressive ratio and concrete strength value and the results agreed well with test results.In order to make better simulation to behavior of local buckling in steel plate,issues related to simulation of the bond-slip performance between steel plate and concrete,element meshing,etc.are discussed which can provide reference for DIANA application in civil engineering in China.
引文
[1]Frits C de Witte,Gerd-Jan Schreppers.DIANA user smanual:Getting started[M].The Netherlands:TNODIANA bv,2003.
[2]张大长.土木工程结构非线性特性的有限元分析[C]//第一届中国DIANA软件用户大会.北京:北京大凯科技有限责任公司,2007.
[3]吕西林,干淳洁,王威.内置钢板钢筋混凝土剪力墙抗震性能研究[J].建筑结构学报,2009,30(5):89-96.(LU Xilin,GAN Chunjie,WANG Wei.Studyon seismic behavior of steel plate reinforced concreteshear walls[J].Journal of Building Structures,2009,30(5):89-96.
[4]Frits C de Witte,Wijtze Pieter Kikstra.DIANA user smanual:Element library[M].The Netherlands:TNODIANA bv,2003.
[5]江见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2005.(Jiang Jianjing,Lu Xinzheng,Ye Lieping.Finite element analysis onconcrete structure[M].Beijing:Tsinghua UniversityPress,2005.(in Chinese))
[6]Park R,Paulay T.Reinforced concrete structures[M].New York:John Wiley&Sons,Inc.,1975.
[7]GB 50010—2002混凝土结构设计规范[S].(GB50010—2002 Code for design of concrete structures[S].(in Chinese))
[8]Hillerborg A,Modeer M,Peterson P E.Analysis ofcrack formation and crack growth in concrete by meansof fracture mechanics and finite elements[J].Cementand Concrete Research,1976,6(6):773-782.
[9]Bolander J,Wight J K.Finite element modeling ofshear wall dominant buildings[J].Journal of StructuralEngineering,ASCE,1991,117(6):1719-1739.
[10]Bolander J E,Wight J K.Towards realistic FE modelfor reinforced concrete shear walls dominant buildingssubjected to lateral loadings[R].Report No.UMCE89-2,Department of Civil Engineering,The Universityof Michigan,Ann Arbor,Michigan,1989:192.
[11]吕西林,董宇光,丁子文.截面中部配置型钢的混凝土剪力墙抗震性能研究[J].地震工程与工程振动,2006,26(6):101-107.(L櫣Xilin,Dong Yuguang,Ding Ziwen.Study on seismic behavior of steelreinforced concrete wall[J].Earthquake Engineeringand Engineering Vibration,2006,26(6):101-107.(in Chinese))
[12]Rots J G.Comparative study of crack Models[C]//Finite Elements in Civil Engineering Applications:Proceedings of 3rd DIANA World Conference.Lisse,The Netherlands:Swets&Zeitlinger B V,2002.
[13]Frits C de Witte,Wijtze Pieter Kikstra.DIANA user smanual:Analysis procedures[M].The Netherlands:TNO DIANA BV,2003.
[14]Frits C de Witte,Arno Wolthers.DIANA user smanual:Pre-and postprocessing[M].TheNetherlands:TNO DIANA BV,2003.
[2]张大长.土木工程结构非线性特性的有限元分析[C]//第一届中国DIANA软件用户大会.北京:北京大凯科技有限责任公司,2007.
[3]吕西林,干淳洁,王威.内置钢板钢筋混凝土剪力墙抗震性能研究[J].建筑结构学报,2009,30(5):89-96.(LU Xilin,GAN Chunjie,WANG Wei.Studyon seismic behavior of steel plate reinforced concreteshear walls[J].Journal of Building Structures,2009,30(5):89-96.
[4]Frits C de Witte,Wijtze Pieter Kikstra.DIANA user smanual:Element library[M].The Netherlands:TNODIANA bv,2003.
[5]江见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2005.(Jiang Jianjing,Lu Xinzheng,Ye Lieping.Finite element analysis onconcrete structure[M].Beijing:Tsinghua UniversityPress,2005.(in Chinese))
[6]Park R,Paulay T.Reinforced concrete structures[M].New York:John Wiley&Sons,Inc.,1975.
[7]GB 50010—2002混凝土结构设计规范[S].(GB50010—2002 Code for design of concrete structures[S].(in Chinese))
[8]Hillerborg A,Modeer M,Peterson P E.Analysis ofcrack formation and crack growth in concrete by meansof fracture mechanics and finite elements[J].Cementand Concrete Research,1976,6(6):773-782.
[9]Bolander J,Wight J K.Finite element modeling ofshear wall dominant buildings[J].Journal of StructuralEngineering,ASCE,1991,117(6):1719-1739.
[10]Bolander J E,Wight J K.Towards realistic FE modelfor reinforced concrete shear walls dominant buildingssubjected to lateral loadings[R].Report No.UMCE89-2,Department of Civil Engineering,The Universityof Michigan,Ann Arbor,Michigan,1989:192.
[11]吕西林,董宇光,丁子文.截面中部配置型钢的混凝土剪力墙抗震性能研究[J].地震工程与工程振动,2006,26(6):101-107.(L櫣Xilin,Dong Yuguang,Ding Ziwen.Study on seismic behavior of steelreinforced concrete wall[J].Earthquake Engineeringand Engineering Vibration,2006,26(6):101-107.(in Chinese))
[12]Rots J G.Comparative study of crack Models[C]//Finite Elements in Civil Engineering Applications:Proceedings of 3rd DIANA World Conference.Lisse,The Netherlands:Swets&Zeitlinger B V,2002.
[13]Frits C de Witte,Wijtze Pieter Kikstra.DIANA user smanual:Analysis procedures[M].The Netherlands:TNO DIANA BV,2003.
[14]Frits C de Witte,Arno Wolthers.DIANA user smanual:Pre-and postprocessing[M].TheNetherlands:TNO DIANA BV,2003.
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