Source Journal for Chinese Scientific and Technical Papers
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Volume 50 Issue 1
Jan.  2020
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Article Contents
ZHANG, Junfeng, TIAN, Guangfeng. RESEARCH ON THE FLEXURAL STIFFNESS OF BOTTOM FRAME OF REMOVABLE BOX HOUSE AND ITS INFLUENCING FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 184-189,177. doi: 10.13204/j.gyjz202001029
Citation: ZHANG, Junfeng, TIAN, Guangfeng. RESEARCH ON THE FLEXURAL STIFFNESS OF BOTTOM FRAME OF REMOVABLE BOX HOUSE AND ITS INFLUENCING FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 184-189,177. doi: 10.13204/j.gyjz202001029

RESEARCH ON THE FLEXURAL STIFFNESS OF BOTTOM FRAME OF REMOVABLE BOX HOUSE AND ITS INFLUENCING FACTORS

doi: 10.13204/j.gyjz202001029
  • Received Date: 2019-06-15
  • Through the test and finite element simulation analysis of the flexural stiffness of bottom box of removable box house, the load-displacement curves of the bottom frame beam at the 1/4 section, the middle span and the bottom frame center were compared. The results showed that the finite element simulation results were in good agreement with the experimental results, and the reliability of the finite element analysis was verified. Based on the finite element numerical simulation, the influence of the four factors on the flexural stiffness of bottom frame, such as calcium silicate board floor, corner opening, column and top and bottom frame bolted connection stiffness, corner piece corner constraint was analyzed, and the mid-span versus displacement curves of the bottom frame beam under different influencing tactors were obtained. The resulets showed that the connection between the column and the top and bottom frame was a semi-rigid connection. The influence of the opening of the corner piece on the mid-span load versus displacement curve was small, the connection stiffness of the calcium silicate board and the bolt, and the bending stiffness of the corner had a greater impact on the flexural stiffness, so these factors should be considered in the analysis.
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  • BORVIK T, HANSSEN A G, DEY S, et al. On the Ballistic and Blast Load Response of a 20ft ISO Container Protected with Aluminum Panels Filled with a Local Mass-Phase:Design of Protective System[J]. Engineering Structures, 2008, 30(6):1605-1620.
    KEVIN GIRIUNAS, HALILSEZEN, REBECCA B DUPAIX. Evaluation, Modeling, and Analysis of Shipping Container Building Structures[J]. Engineering Structures, 2012,(43):48-57.
    杨建江,刘叶,李苏盐,等.集装箱组合房屋墙板抗风及抗剪性能试验研究[J].工业建筑,2015,45(7):164-169.
    杨柳.拓展集装箱式活动房非线性静力分析[D].天津:天津大学,2007.
    陈世云.箱式集成房构件和整体的优化设计研究[D].深圳:哈尔滨工业大学, 2009.
    尹静,查晓雄.箱式集成房屋折叠单元刚性试验及有限元分析[J].工业建筑, 2010, 40(4):446-448.
    张俊峰,杨大雍,胡文悌,等.拆装式箱型房屋整体抗弯研究[J].钢结构,2016,31(12):28-32.
    赵梦圆.冷弯薄壁型钢连接件力学性能研究[D].南京:东南大学,2015.
    马晓峰.ABAQUS6.11中文版有限元分析从入门到精通[M].北京:清华大学出版社,2013.
    中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009-2012[S].北京:中国建筑工业出版社,2012.
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