基于有限元法的吊钩结构研究
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  • 英文篇名:Study of hook structure based on finite element method
  • 作者:韦铁平 ; 曾寿金 ; 练国富
  • 英文作者:Wei Tieping;Zeng Shoujin;Lian Guofu;College of Mechanical and Automotive Engineering,Fujian University of Technology;
  • 关键词:起重机 ; 吊钩 ; 摆角 ; 有限元法
  • 英文关键词:crane;;hook;;swinging angle;;finite element method
  • 中文刊名:JZGZ
  • 英文刊名:Journal of Fujian University of Technology
  • 机构:福建工程学院机械与汽车工程系;
  • 出版日期:2017-06-25
  • 出版单位:福建工程学院学报
  • 年:2017
  • 期:v.15;No.86
  • 基金:福建省属高校科研专项(JK2014032);; 福建省青年自然科学基金项目(2017J05071);; 福建省自然科学基金项目(2015J01181)
  • 语种:中文;
  • 页:JZGZ201703007
  • 页数:4
  • CN:03
  • ISSN:35-1267/Z
  • 分类号:33-36
摘要
钢索起吊重物的摆动角度是影响吊钩结构强度的重要因素。通过有限元软件ANSYS模拟计算,揭示吊钩结构的危险截面及钢索摆动角度对吊钩结构强度的影响规律。计算结果表明:吊钩结构的危险截面分别在A-A、B-B和C-C截面处;随着摆动角度的增大,水平附加分力引起的A-A和CC截面处的应力值变化极小,而B-B截面呈递增趋势,影响显著。分析结果为吊钩结构的强度设计提供理论依据。
        The swinging angle of a steel cable is a key factor affecting the strength of hook structure.The brittle sections of the hook structure and the law of the swinging angle affecting the strength of the hook structure were revealed with ANSYS software. The results indicate that the sections of A-A,B-B and C-C are the brittle sections. The tensile stress of the sections of A-A and C-C changes very little,but rises markedly in the section of B-B with the increase of the swing angle. The results can serve as a theoretical basis for the strength design of crane hook structure.
引文
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