CHEN Shi-cai, XU Shan, ZHANG Lei, YAN Wei-ming. A Simplified Model for Coupled Fire-Structure Analysis and Its Application[J]. Applied Mathematics and Mechanics, 2017, 38(8): 888-898. doi: 10.21656/1000-0887.370351
Citation: CHEN Shi-cai, XU Shan, ZHANG Lei, YAN Wei-ming. A Simplified Model for Coupled Fire-Structure Analysis and Its Application[J]. Applied Mathematics and Mechanics, 2017, 38(8): 888-898. doi: 10.21656/1000-0887.370351

A Simplified Model for Coupled Fire-Structure Analysis and Its Application

doi: 10.21656/1000-0887.370351
Funds:  The National Natural Science Foundation of China(51678016;51278516)
  • Received Date: 2016-11-15
  • Rev Recd Date: 2016-11-23
  • Publish Date: 2017-08-15
  • To consider the actual fire characteristics in the fire response analysis of building structures and simplify the complex relationship between the fire analysis model and the structural finite element analysis model, a spatio-temporal model of fire temperature and heat flux boundary for heat conduction analysis was developed. The model adopted the 2-way orthogonal polynomial approach to fit the discrete data from fire simulation and obtained the continuous spatial polynomial equations, which was proved to be accurate for capturing the distribution of temperature and heat flux required in heat conduction analysis and thermo-mechanical coupling analysis. Finally, the model was applied through user subroutines UTEMP and DFLUX in ABAQUS to the fire resistance analysis of a new archive building in Beijing. The results show that this method can be used to combine fire simulation and structural analysis for safety evaluation of structures under fire.
  • loading
  • [1]
    Bailey C G, Lennon T, Moore D B. The behaviour of full-scale steel framed buildings subjected to compartment fires[J]. The Structural Engineer, 1999,77(8): 15-21.
    [2]
    Wang Y C. An analysis of the global structural behaviour of the Cardington steel-framed building during the two BRE fire tests[J]. Engineering Structures, 2000,22(5): 401-412.
    [3]
    Wald F, Silva L S, Moore D B. Experimental behaviour of a steel structure under natural fire[J]. Fire Safety Journal,2006,41(7): 509-520.
    [4]
    Liang F M, Chow W K. Preliminary studies on flashover mechanism in compartment fires[J]. Journal of Fire Sciences,2002,20(1): 87-112.
    [5]
    Ingason H, Li Y Z, Appel G. Large scale tunnel fire tests with large droplet water-based fixed fire fighting system[J]. Fire Technology,2016,52(5):1539-1558.
    [6]
    Chi J H. Using FDS program and an evacuation test to develop hotel fire safety strategy[J]. Journal of the Chinese Institute of Engineers,2014,37(3): 288-299.
    [7]
    高佐人, 吴炜煜, 任爱珠. 建筑火灾结构安全数值模拟框架[J]. 土木工程学报, 2006,39(3): 37-41.(GAO Zuo-ren, WU Wei-yu, REN Ai-zhu. Simulation framework for structural safety in building fire[J]. China Civil Engineering Journal,2006,39(3): 37-41.(in Chinese))
    [8]
    史健勇, 任爱珠. 奥运场馆火灾分析中软件集成方法的研究[J]. 计算机工程, 2006,32(6): 257-262.(SHI Jian-yong, REN Ai-zhu. Research on technology of software integration for fire analysis of Olympic Gymnasiums[J]. Computer Engineering,2006,32(6): 257-262.(in Chinese))
    [9]
    Ceyhan E, Ertugay K, Düzgün. Exploratory and inferential methods for spatio-temporal analysis of residential fire clustering in urban areas[J]. Fire Safety Journal,2013,58: 226-239.
    [10]
    Phan C N K K. Filtering for predicting the wildfire temperature evolution[D]. Master Thesis. University of Toronto, 2014.
    [11]
    Nipesh P, Jochen T. Automatic spatio-temporal analysis of construction site equipment operations using GPS data[J]. Automation in Construction,2013,29(2): 107-122.
    [12]
    李浩, 张燕梅. 利用正交多项式对三维地震资料拟合算法的研究[J]. 西北地震学报, 2009,31(2): 148-151.(LI Hao, ZHANG Yan-mei. Research on fitting method of 3-D seismic data using orthogonal polynomial[J]. Northwestern Seismological Journal, 2009,31(2): 148-151.(in Chinese))
    [13]
    Abaqus analysis user’s manual : volume II, version 6.7[Z].
    [14]
    中国工程建设标准化协会. 建筑钢结构防火技术规范: CECS200: 2006[S]. 北京: 中国计划出版社, 2006. (China Engineering Construction Standard Association. Technical code for fire safety of steel structure in buildings: CECS200: 2006[S]. Beijing: China Planning Publishing House, 2006.(in Chinese))
    [15]
    Commission of the European Communities. Eurocode 4: design of composite steel and concrete structures[S]. Part 1-2: Structural fire design. Brussels, 2002.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (794) PDF downloads(1489) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return