摘要
以针对特殊用途设计的大型梁板组合焊接的桁架结构为研究对象,研究其CAD设计结构在模拟实际负载实验中,桁架梁挠度变化在满足设计指标要求的前提下,桁架结构设计的有效性分析方法问题。由于桁架结构的特殊性,采用ANSYS有限元分析软件,通过合理建立桁架结构的有限元模型、荷载施加处理、恰当选择材料模型及结构单元参数,完成了既定桁架设计结构受载时的数值仿真分析研究。与实验结果的对比表明,仿真结果与实验结果基本相符,验证了该分析方法的合理有效性。
This article takes a kind of big jointing joist-frame for special use as objects, studies the method of the framework of CAD under the guideline of joist-frame yield and in the act load experiment. For the particularity of joist-frame. In this paper, finish the numerical simulation of the shaped joist-frame under load condition by finite element method of ANSYS software, under founding finite element model of joist-frame, dealing with load, setting material model and cell parameter in reason. The result of simulation and the experiment is similar, and it oroved that the method is correct and validity
出处
《机械》
2010年第1期52-54,共3页
Machinery
关键词
桁架
结构优化
有限元分析
joist-frame
optimization of structure
finite element analysis
