Verification on multi-scale finite element of wind-induced fatigue of steel structures
Fang, Zhao1; Li, Ai-Qun1,2; Li, Wan-Run1,3; Shen, Sheng1
2018-06-01
发表期刊Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)
ISSN1008973X
卷号52期号:6页码:1131-1139
摘要A two-layer frame structure was selected, and multi-scale finite element models were established by the constraint equation method and the sub-model method respectively, in order to study the multi-scale finite element modeling technology of steel structures under wind and to verify its rationality. Wind load static analysis, dynamic time history analysis and wind-induced fatigue analysis were performed; the obtained results were compared with those of single-scale models; the characteristics of those multi-scale finite element model were studied. Based on these, the selection of local micro scale model size was studied. Results show that in static analysis, dynamic time history analysis and fatigue analysis, the results of multi-scale models are in good agreement with those of single-scale models and the accuracy can meet the engineering demand. The sub-model method is more accurate than the constraint equation method, but is more sensitive to the local model size. For those steel frame structures with similar beam and column size to this structure, the distance between the boundary and the horizontal axis of the research location is recommended to be 0.05 m when the constraint equation method is used, while to be 0.1 m when the sub-model method is used. © 2018, Zhejiang University Press. All right reserved.
关键词Fatigue of materials Static analysis Steel structures Structural frames Constraint equation Dynamic time history analysis Fatigue analysis Frame structure Micro scale models Multiscale models Steel frame structures Sub-modeling method
DOI10.3785/j.issn.1008-973X.2018.06.012
收录类别EI
语种中文
出版者Zhejiang University
EI入藏号20183305687101
EI主题词Finite element method
EI分类号408.2 Structural Members and Shapes - 723.5 Computer Applications - 921.6 Numerical Methods - 951 Materials Science
来源库Compendex
分类代码408.2 Structural Members and Shapes - 723.5 Computer Applications - 921.6 Numerical Methods - 951 Materials Science
引用统计
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/114848
专题土木工程学院
作者单位1.School of Civil Engineering, Southeast University, Nanjing; 210096, China;
2.Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture, Beijing; 100044, China;
3.Institution of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou; 730050, China
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Fang, Zhao,Li, Ai-Qun,Li, Wan-Run,et al. Verification on multi-scale finite element of wind-induced fatigue of steel structures[J]. Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science),2018,52(6):1131-1139.
APA Fang, Zhao,Li, Ai-Qun,Li, Wan-Run,&Shen, Sheng.(2018).Verification on multi-scale finite element of wind-induced fatigue of steel structures.Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science),52(6),1131-1139.
MLA Fang, Zhao,et al."Verification on multi-scale finite element of wind-induced fatigue of steel structures".Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science) 52.6(2018):1131-1139.
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