Finite element analysis on behavior of the joint with steel tube confined concrete (STCC) column to reinforced concrete beam
Wang, Wenda1,2; Guo, Zhifeng1,2; Shi, Yanli1,2
2011
会议名称1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011
会议录名称Advanced Materials Research
卷号243-249
页码527-530
会议日期June 18, 2011 - June 20, 2011
会议地点Haikou, China
出版者Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany
摘要The steel tube confined concrete (STCC) column exhibits excellent mechanical performance. A 3-D finite element model (FEM) using ABAQUS was established to simulate the performance of the composite joints with STCC column and RC beam. Accurate material model, rational element type, and solution method were discussed. Some STCC columns and composite joints with concrete-filled steel tubular (CFST) column and STCC column were modeled based on the model, respectively. The results from FEM are good agreement with the test results. The mechanism of the composite joint was investigated based on the FEM. © (2011) Trans Tech Publications.
关键词ABAQUS Arch bridges Building materials Civil engineering Concrete buildings Concrete products Construction equipment Joints (structural components) Reinforced concrete Steel metallography Three dimensional Tubular steel structures 3D finite element model Beam Composite joint Concrete filled steel tubular columns Element type Finite element models Material models Mechanical performance RC beams Reinforced concrete beams Solution methods STCC column Steel tube confined concrete Steel tube confined concrete (STCC) column Test results
DOI10.4028/www.scientific.net/AMR.243-249.527
收录类别EI
语种英语
EI入藏号20112314044933
EI主题词Finite element method
ISSN10226680
来源库Compendex
分类代码921 Mathematics - 902.1 Engineering Graphics - 545.3 Steel - 421 Strength of Building Materials; Mechanical Properties - 921.6 Numerical Methods - 412 Concrete - 408.2 Structural Members and Shapes - 405.1 Construction Equipment - 401.1 Bridges - 409 Civil Engineering, General
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文献类型会议论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/116269
专题土木工程学院
作者单位1.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China;
2.College of Civil Engineering, Lanzhou University of Technology, No.287, Lan Gong Ping Road, Lanzhou, 730050, China
第一作者单位兰州理工大学;  土木工程学院
推荐引用方式
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Wang, Wenda,Guo, Zhifeng,Shi, Yanli. Finite element analysis on behavior of the joint with steel tube confined concrete (STCC) column to reinforced concrete beam[C]:Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany,2011:527-530.
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