Finite element analysis on behavior of the joint with steel tube confined concrete (STCC) column to reinforced concrete beam | |
Wang, Wenda1,2![]() ![]() | |
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
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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 |
DOI | 10.4028/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 |
ISSN | 10226680 |
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 |
引用统计 | 无
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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 GB/T 7714 | 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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