摘要
以TY320推土机为例,在国际标准ISO3471:1994实验室静态试验方法基础上,分析了翻车和落物保护结构的变形过程,进一步对翻车和落物保护结构进行了非线性有限元计算,模型试验及计算结果吻合,表明计算方法是可行的。
The paper takes TY320 as an example to analyze the process of transform based on the laboratory static states of the international standard ISO 3471:1994. And t he further nonlinear finite element calculation is done to analyse the protectiv e structure as well as safety place for a driver to stay in.
出处
《建筑机械》
北大核心
2004年第11期73-76,89,共5页
Construction Machinery