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鞍钢鲅鱼圈1号高炉炉壳稳定性分析
引用本文:刘建峰,夏敬山,徐犇,李久慧,张德臣,宿振鹏.鞍钢鲅鱼圈1号高炉炉壳稳定性分析[J].鞍山科技大学学报,2007,30(1):15-18.
作者姓名:刘建峰  夏敬山  徐犇  李久慧  张德臣  宿振鹏
作者单位:[1]鞍钢附属企业公司冶金建设工程公司,辽宁鞍山114034 [2]中冶焦耐工程技术有限公司,辽宁鞍山114000 [3]鞍山钢铁集团公司重型机械有限负责公司,辽宁鞍山114000 [4]鞍山钢铁集团公司鞍钢设计研究院,辽宁鞍山114001 [5]辽宁科技大学机械工程与自动化学院,辽宁鞍山114051
摘    要:研究高炉炉壳的结构稳定性,提出了用瓦里米尔公式来估算高炉炉壳临界力的简便方法,并利用此公式对鞍钢鲅鱼圈1号高炉炉壳进行了轴向临界载荷计算,得到鞍钢鲅鱼圈1号高炉炉壳的工作承载能力.然后用薄铝壳来模拟鲅鱼圈1号高炉炉壳进行屈曲实验,分析有关几何参数对高炉炉壳轴向临界载荷和屈曲模态的影响.有限元和公式法计算结果表明,高炉炉壳的稳定性足够.

关 键 词:高炉炉壳  结构稳定性  临界载荷  屈曲分析
文章编号:1672-4410(2007)01-0015-04
收稿时间:2007-01-06
修稿时间:2007-01-06

Stability analysis of No.1 blast furnace shell in AG Bayu-quan
LIU Jian-feng,XIA Jing-shan, XU Ben, LI Jiu-hui,ZHANG De-chen,SU Zhen-peng.Stability analysis of No.1 blast furnace shell in AG Bayu-quan[J].Journal of Anshan University of Science and Technology,2007,30(1):15-18.
Authors:LIU Jian-feng  XIA Jing-shan  XU Ben  LI Jiu-hui  ZHANG De-chen  SU Zhen-peng
Institution:1. Angang Appendant Corporation Company, Metallurgy Ctmstruction Engineering Company, Anshan 114034, China; 2. Chinese Metallrygy Gruop of Coke and Refractory Material Engineering Technology Co Ltd,Anshan 114000 ,China; 3.Anshan Iron and Steel Group Company of Heavy Machine Co Let,Anshan 114000,China; 4. Angang Group,Angang Design and Research Academy, Anshan 114001 ,China; 5. School of Mechanical Engineering, University of Science and Technology Liaoning, Anshan 114051, China
Abstract:The structural stability of shell of blast furnace was studied,and the simple method of estimating the critical force by Walimier formula was propose,by which the critical load in the stalk direction was calculated for No.1 blast furnace shell of AG Bayu-quan to get its work loading ability.Then by using thin aluminum shell to make flection experiments,and influence of geometry parameter factor on blast furnace shell's critical load and flection modals was analyzed.The calculation result of finite element and formula method shows the stability of shell of blast furnace is enough.
Keywords:shell of blast furnace  structural stability  critical load  flection analysis
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