摘要
通过ANSYS软件建立有限元模型,计算路基箱的不同基床系数对路基箱应力和变形的影响,最终设计了最大能够承载2.0MPa的履带起重机专用路基箱。
Though the software of ANSYS, this article calculated the influence of different bed coefficient on the stress and deformation of the welded subgrade box by finite element analysis. Finally, the design of a special welded subgrade box for crawler crane whose maximum loading capacity is 2 MPa has been completed.
出处
《机械工程与自动化》
2013年第5期88-90,共3页
Mechanical Engineering & Automation
关键词
路基箱
履带起重机
地基
welded subgrade box crawler crane groundwork
