摘要
本文利用有限元法,对塔式起重机有限元模型的建立及稳定性分析求解过程作了探讨和分析,在此基础上利用有限元软件ANSYS对K50/50塔式起重机进行稳定性求解,并对所得成果进行了分析,为广大工程技术人员进行塔式起重机稳定性分析提供参考。
This article is mainly to research and analyze the setup of finite element model of the tower crane and the process of buckling analysis,and to fulfill the buckling analysis of the K50/50 tower crane by using ANSYS and review the results of the buckling analysis based on the above work,and they provide references for the engineers and technicians to make the buckling analysis of the tower crane by using the finite element theory based on ANSYS.
出处
《中国特种设备安全》
2007年第9期30-33,共4页
China Special Equipment Safety
关键词
塔式起重机
稳定性分析
有限元法
Tower crane Buckling analysis Finite element method