期刊文献+

梁-柱节点半刚性力学性能的有限元分析与验证 被引量:3

Finite element analysis and verification for semi-rigid mechanical properties of beam-to-column connections
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摘要 货架梁-柱节点是横梁式货架设计中的关键部件,是联系托盘横梁和立柱的枢纽,其安全性直接影响货架的整体工作性能。梁-柱节点本质上具有半刚性的力学特征,一般需要通过大量试验确定其具体数值。在研究国外文献基础上建立了合适的梁-柱节点有限元模型,运用合理的节点处理方法,通过非线性仿真分析绘制了M-θ曲线,使其与已有试验数据进行了比对。结果显示,该曲线与试验曲线吻合良好,从而为货架整体结构优化设计提供了新的依据。 Beam-column connections are important parts in designing pallet racks,a hinge to connect pallet beam with column,which safety impact the overall performance of the storage rack directly.The connections have mechanical properties of semi-rigid in nature,which specific value can be determined by a large number of experiments.Based on the study of foreign literature a finite element model of beam to column connection is established.And M-θ curve is plotted through nonlinear simulation analyzing and property node handling,which results are compared with the experimental results and the curve fits the experimental curve well.It provides a new basis for the optimization design of the overall structure of the storage rack.
出处 《机械设计与制造》 北大核心 2012年第5期27-29,共3页 Machinery Design & Manufacture
基金 科技部科技特派员计划项目(2009GJC0026) 上海市重点学科建设基金(B602) 上海市信息化专项资金项目(09DZ1122400)
关键词 梁-柱节点 有限元分析 半刚性结构 ANSYS 货架 Beam to column connection FEA Semi-rigid structure ANSYS Rack
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参考文献8

  • 1K.M.Bajoria,R.S.Talikoti,Determinationof flexibility of beam-to-columnconnectors used in thin walled cold-formed steel pallet racking systems[J].Thin-WalledStructures,2006(44):372-380.
  • 2梅宝兴,王转,程国全,翁迅.组装式货架有限元分析结构模型的研究[J].工业建筑,2006,36(z1):292-294. 被引量:1
  • 3P.Prabha,V.Marimuthu,Evaluationofconnectionflexibilityincoldformedsteel racks[J].Journal of Constructional Steel Research,2010(66):863-872.
  • 4RackingdesigncodeFEM10.2.02the design of static steel pallet racking,2001.
  • 5Kamal M.Bajoria,Keshav K.Sangle,Modal analysis of cold-formed palletrack structures with semi-rigid connections[J].Journal of ConstructionalSteel Research,2010(66):428-441.
  • 6ANSYS12.0宝典[M].北京:电子工业出版社,2010.
  • 7TestReportVB-46/2006-I,ISIB,2006.
  • 8危晓丽,余绍锋.货架钢结构的结构研究现状[J].工业建筑,2008,38(z1):546-550. 被引量:3

二级参考文献20

  • 1梅宝兴,王转,翁迅.组合式货架横梁承载的计算[J].起重运输机械,2004(12):30-32. 被引量:11
  • 2张卫国.冷弯薄壁多孔货架立柱的稳定性分析与研究[J].建筑钢结构进展,2006,8(2):37-42. 被引量:6
  • 3文双玲.轴压多孔冷弯薄壁C型钢柱的弯扭屈曲[J].土木工程学报,1996,29(1):72-79. 被引量:9
  • 4[2]Nadia Baldassino,Claudio Bernuzzi.Analysis and Behaviour of Steel Storage Pallet Racks.Thin-Wailed Structures,2000:37,277-304
  • 5[3]Freitas A M S,Freitas M S R,Souza F T.Analysis of Steel Storage Rack Columns.Journal of Constructional Steel Research,2005,61:1 135-1 146
  • 6[5]Michael Davies J,Philip Leach,Angela Taylor.The Design of Perforated Cold-Formed Steel Sections Subject to Axial Load and Bending.Thin-Walled Structures,1997,29(1-4):141-157
  • 7[6]Iosif F.Szabo,Dan Dubina.Recent Research Advances on the ECBL Approach.Part II:Interactive Buckling of Perforated Sections.Thin-Walled Structures,2004,42:195-210
  • 8[10]Lau H H,Godley M.H.R,Beale R G.The Influence of Base Connectivity on the Ultimate Load of Columns.Computers Structures,2003,81:1 827-1 849
  • 9[11]Jyrki Kesti J.Michael Davies.Local and Distortional Buckling of Thin-Walled Short Columns.Thin-Walled Structures,1999,34:115-134
  • 10[12]Bajoria K M,Talikoti R.S.Determination of Flexibility of Beamto-Column Connectors Used in Thin Walled Cold-Formed Steel Pallet Racking Systems.Thin-Walled Structures,2006,44:372-380

共引文献2

同被引文献36

  • 1危晓丽,余绍锋.货架钢结构的结构研究现状[J].工业建筑,2008,38(z1):546-550. 被引量:3
  • 2GB/T700-2006碳素结构钢[S].
  • 3GB/T1591-2008低合金高强度结构钢[S].
  • 4GB50018-2002.冷弯薄壁型钢结构技术规范[S].[S].,..
  • 5CECS 23:90,钢货架结构设计规范[S].北京:中国工程建设标准化协会标准.2002.
  • 6CECS23:90.钢货架结构设计规范[S].[S].,..
  • 7Claudio Bernuzzi,Carlo A.Castiglioni.Experimental Analysis on the Cyclic Behavior of Beam-to-column Joints in Steel Storage Pallet Racks[J].Thin-Walled Structures,2001,39:841-859.
  • 8F.D.Markazi,R.G.Beale,M.H.R.Godley.Experimental Analysis of Semi-Rigid Boltless Connectors[J].Thin-Walled Structures,1997,28(1):57-87.
  • 9CR.VISHNU,VIMAL MOHAN.Evaluation of Connection Flexibility of Semi Rigid Boltless Joints in Steel Pallet Racks[D].印度泰米尔纳德邦:国家技术研究所土木工程学院.
  • 10Benoit P.Gilbert,Kim J.R.Rasmussen.Experimental Test on Steel Storage Rack Components[D].澳大利亚:悉尼大学土木工程学院,2009.

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