基于ANSYS的立井井架力学有限元分析  

Stress Finite Element Analysis of Coal Mine Derrick Structural Based on ANSYS

作　　者：宋若峰[1] 李为行[2] 张建中[1] 张路[2] 

机构地区：[1]山东科技大学泰安校区,山东泰安271019 [2]山东科技大学机电学院,山东青岛266510

出　　处：《煤矿机械》2008年第4期69-70,共2页Coal Mine Machinery

摘　　要：针对伏山煤矿立井井架结构的力学有限元模型,利用ANSYS软件对其进行了受力分析,计算出在提升钢丝绳拉断载荷下在X、Y方向上井架的最大应力和位移,并得出最大应力值,为煤矿立井井架的设计提供了依据和方法。According to Fushan Coal Mine derrick structural,finite element analysis model was builds,mechanics analysis was done,mine derrick＇s maximum stress and displacement were calculated along X-axis and Y-axis when snapped hoisting steel rope using ANSYS software,the maximum stress was gotten and design gist and ways for coal mine shaft derrick were offered.

关 键 词：煤矿 井架 ANSYS 模型 力学分析 

分 类 号：TD262[矿业工程—矿井建设]