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木托盘有限元分析精度的影响因素 被引量:6

Factors Affecting the Precision of Finite Element Analysis of Wooden Pallet
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摘要 目的研究有限元软件模拟木托盘抗弯性能时各因素对其分析精度的影响。方法对木托盘的抗弯性能进行理论分析和有限元模拟。通过计算铺板力学模型得到理论变形值;将Creo软件建立的托盘模型导入Ansys Workbench进行分析,得到有限元模拟值。采用控制变量法,改变单元类型和网格划分方式,并将结果与理论计算值进行对比分析。结果采用软件默认的单元类型和经网格划分方式等得到的整体位移结果与理论值的误差为2.97%。通过对各影响因素的调整,顶铺板的位移结果与理论值的误差为0.02%。结论单元数量相同的情况下,高阶单元的分析精度优于低阶单元,六面体单元优于四面体单元。保持其他设置条件不变,细化网格可提高分析精度。 The work aims to study the effects of all factors on the analysis precision when the finite element software was used to simulate the bending performance of wooden pallets. The theoretical analysis and finite element simulation of the bending performance of wooden pallets were made. The theoretical deformation values were obtained through the calculation of deck mechanical model. The pallet model created by Creo software was imported into Ansys Workbench for analysis, and the finite element simulation values were obtained. The control variable method was used to change the element type and meshing method, and the results and theoretical calculations were compared and analyzed. The ror between overall displacement results and theoretical value obtained by the default software element type and meshing method was 2.97%. Through the adjustment of each influence factor, the error between the displacement result and the theoretical value of top deck was 0.02%. In the case of the same number of elements, the analysis precision of the higher-order element is better than the lower one. Hexahedral element is superior to the tetrahedral element. With the other setting conditions unchanged, the refined mesh can improve the analysis precision.
作者 沈丹丹 胡万晓 苟进胜 SHEN Dan-dan;HU Wan-xiao;GOU Jin-sheng(Beijing Forestry University, Beijing 100083, China)
机构地区 北京林业大学
出处 《包装工程》 CAS 北大核心 2018年第17期12-18,共7页 Packaging Engineering
基金 中央高校基本科研业务费专项资金(2017ZY32)
关键词 木托盘 有限元 ANSYS WORKBENCH 单元类型 网格划分 wooden pallet finite element Ansys Workbench element type meshing
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  • 1李太平.论我国物流托盘标准的选择——基于增进商品出口角度[J].生产力研究,2006(8):201-203. 被引量:11
  • 2张盛东.木结构剪力墙抗侧性能研究进展[J].结构工程师,2006,22(5):72-77. 被引量:10
  • 3耐帆包装工程(无锡)有限公司.包装箱及托盘用金属垫块:中国,200410041347.7[P].2004-07-08.
  • 4星野茂雄,豐田实.缓衝包装设计ハソドプツケ[M].东京:日本生產性本部,1965.
  • 5皮萨连科.材料力学手册[M].北京:中国建筑工业出版社,1981.
  • 6张盛东,胡国玺,屈文俊.木结构剪力墙静力有限元分析[J].结构工程师,2007,23(6):28-32. 被引量:5
  • 7中华人民共和国建设部,中华人民共和国国家质量监督检验检疫局.木结构设计规范:GB 50005-2003[S].北京:中国建筑工业出版社,2009:2-5.
  • 8FOSCHI R O.Analysis of wood diaphragms and trusses:I.diaphragms,Canadian[J].Journal of Civil Engineering,1977,4(3):342-352.
  • 9ITANI R Y,CHEUNG C K.Nonlinear analysis of sheathed wood diaphragms[J].Journal of Structural Engineering,1989,110(9),2137-2147.
  • 10STEWART W G.The Seismic design of plywood sheathed shear walls[D].New Zealand:Department of Civil Engineering,University of Canterbury,1987.

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