Finite Element Analysis on Bridge Structure of Overhead Traveling Crane

被引：0

作者：

Pan, Li ^{[1
]}

Zhou, Shiyang ^{[1
]}

机构：

[1] Wuhan Univ Sci & Technol, Coll Machinery & Automat, Wuhan, Hubei Province, Peoples R China

来源：

2011 SECOND ETP/IITA CONFERENCE ON TELECOMMUNICATION AND INFORMATION (TEIN 2011), VOL 1 | 2011年

关键词：

ANSYS; Bridge structure of overhead traveling crane; Finite element analysis;

D O I：

暂无

中图分类号：

TM [电工技术]; TN [电子技术、通信技术];

学科分类号：

0808 ; 0809 ;

摘要：

Wuhan Iron and Steel Corporation's 200t square 20m's metallurgical crane, research and analysis about deformation and stress distribution of bridge structure are executed by adopting ANSYS finite element analysis software. Through the analysis and calculation, the maximum flexibility, static Von Mises equivalent stress and natural vibration frequency of first step of crane are conformed to design specifications. At the same time, the ANSYS calculation results are compared with the scene test results, which provide a certain theoretical basis for evaluating the reliability of loading capacity of crane.

引用

页码：50 / 52

页数：3