THE NONLINEAR FINITE ELEMENT ANALYSIS OF A SPECIAL SHAPED STEEL COAL SCUTTLE
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摘要: 在现代工业领域中异型钢煤斗的使用逐渐增多,但其受力比一般规则煤斗复杂。应用有限元软件对其进行分析,采用不同精细程度的网格划分得出的结果不同。通过在ANSYS中Power和Full两种模式显示下,对不同网格划分下的结果的差异进行比较,找出合理的网格划分方法。在线弹性分析的基础上考虑材料非线性,进一步论证结果,并研究增大加劲肋的截面尺寸对异型钢煤斗受力性能的影响。研究表明,增加加劲肋的截面高度对异型钢煤斗的受力性能的改善效果比增加加劲肋的截面宽度效果更加明显。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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