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Volume 43 Issue 9
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2013  >  43(9): 134-139
Yu Shaole, Yang Yinghua, Zhang Wenying. THE NONLINEAR FINITE ELEMENT ANALYSIS OF A SPECIAL SHAPED STEEL COAL SCUTTLE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 134-139. doi: 10.13204/j.gyjz201309026
Citation: Yu Shaole, Yang Yinghua, Zhang Wenying. THE NONLINEAR FINITE ELEMENT ANALYSIS OF A SPECIAL SHAPED STEEL COAL SCUTTLE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 134-139. doi: 10.13204/j.gyjz201309026
shu

THE NONLINEAR FINITE ELEMENT ANALYSIS OF A SPECIAL SHAPED STEEL COAL SCUTTLE

doi: 10.13204/j.gyjz201309026
  • 1.

    School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

  • Received Date: 2013-03-20
  • Publish Date: 2013-09-20
    Abstract
  • The uses of special shaped steel coal scuttles are gradually increased in the modern industrial field，butthey bear more complicated forces than the regular ones． Which can be analyzed by FEA，and the results are differentbecause of varying the mesh from coarse to fine． It was proposed a reasonable mesh division method by comparing theresults among different grid-making between Powergraphics and Fullgraphics． Further studies and comparisons indicatethat the mesh division method is reasonable under considering the influence of nonlinear materials． Additionally，theinfluence on force property of special shaped steel coal scuttle caused by horizontal stiffening ribs was also studied． Itwas found that the effect was more pronounced on improving the force property of special shaped steel coal scuttle byincreasing the depth of rib section than increasing its width．
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  • [2] Gould P L,Sen S K.Column Moments in Eccentrically SupportedTanks[J].J.Struct.Div.ASCE,1974,100(3):2165-2169.
    Jenkyn R T,Goodwill D J.Silo Failures: Lessons to Be Learned[J].Engineering Digest,1987(9):17-22.
    [3] 滕锦光,赵阳.大型钢筒仓的结构行为与设计[J].土木工程学报,2001,34(4): 46-55.
    [4] GB 500772003 钢筋混凝土筒仓设计规范[S].
    [5] 贮仓结构设计编写组.贮仓结构设计手册[M].北京:中国建筑工业出版社,1999.
    [6] 杜新喜,施浩,范振中,等.钢煤斗有限元结构分析的探讨[J].武汉大学学报,2003,36(4):88-91.
    [7] 关富玲,翁雁麟,王小丽,等.钢煤斗结构的有限元分析[J].工程设计学报,2006,13(3):170-173.
    [8] 张玉峰,朱前亮.某电厂钢煤斗有限元空间分析[J].武汉大学学报,2005,38(5):83-86.
    [9] 钟金周,方伟定,余智恩,等.异型钢煤斗荷载施加与结构有限元分析[J].武汉大学学报,2008,43(增刊):303-306.
    [10] GB 503222001 粮食钢板筒仓设计规范[S].
    [11] DL 5002293 火力发电厂土建结构设计技术规定[S].
    [12] 李勇.钢筒仓结构受力行为分析与研究[D].西安:西安建筑科技大学,2007.
    [1] 裴永忠.大跨度机库屋盖结构的风荷载及风振响应研究[D].北京:清华大学,2009.
    [2] 朱丹,裴永忠,徐瑞,等.北京A380 机库大跨度结构设计研究[J].土木工程学报,2008,41(2):1-8.
    [3] GB 500172003 钢结构设计规范[S].
    [4] 李星荣,魏才昂,丁峙崐,等.钢结构连接节点设计手册[M].2版.北京:中国建筑工业出版社,2005.
    [5] Eurocode 3: Design of Steel Structures Part 8: Design of Joints(EN199318:2005)[S].
    [6] CECS 280∶ 2010 钢管结构技术规程[S].
    [7] 天津大学建筑工程学院.空客A320 总装线厂房钢结构节点设计承载力有限元分析及模型试验技术报告[R].天津:天津大学建筑工程学院,2009.
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