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梁-柱节点半刚性力学性能的有限元分析与验证
引用本文:吴月明,吕志军,杨建国,杨光辉.梁-柱节点半刚性力学性能的有限元分析与验证[J].机械设计与制造,2012(5):27-29.
作者姓名:吴月明  吕志军  杨建国  杨光辉
作者单位:东华大学机械工程学院,上海,201620
基金项目:科技部科技特派员计划项目,上海市重点学科建设基金,上海市信息化专项资金项目
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。

关 键 词:梁-柱节点  有限元分析  半刚性结构  ANSYS  货架

Finite element analysis and verification for semi-rigid mechanical properties of beam-to-column connections
WU Yue-ming , LV Zhi-jun , YANG Jian-guo , YANG Guang-hui.Finite element analysis and verification for semi-rigid mechanical properties of beam-to-column connections[J].Machinery Design & Manufacture,2012(5):27-29.
Authors:WU Yue-ming  LV Zhi-jun  YANG Jian-guo  YANG Guang-hui
Affiliation:(College of Mechanical Engineering,Donghua University,Shanghai 201620,China)
Abstract: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.
Keywords:Beam to column connection  FEA  Semi-rigid structure  ANSYS  Rack
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