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TR1000型凿岩机伸缩臂的模态分析
引用本文:徐红玉,胡留现,陈殿云,方新强,王慧萍,宁怀明.TR1000型凿岩机伸缩臂的模态分析[J].隧道建设,2007,27(1):99-103.
作者姓名:徐红玉  胡留现  陈殿云  方新强  王慧萍  宁怀明
作者单位:1. 河南科技大学建筑工程学院,河南,洛阳,471003
2. 洛阳工业高等专科学校机械系,河南,洛阳,471009
3. 汤姆洛克洛阳机械有限公司,河南,洛阳,471121
基金项目:河南省科技攻关项目;河南省教育厅科技攻关项目;河南科技大学校科研和教改项目
摘    要:利用有限元分析软件ANSYS9.0的模态分析功能,计算了TR1000型凿岩机伸缩臂部分的固有频率和振型,并将有限元计算结果与试验模态分析结果进行了对比。结果表明试验模态分析与有限元分析基本一致,可为伸缩臂的设计提供参考。同时指明有限元模态分析比试验模态分析具有方便、快捷、成本低、可重复性强等优点,尤其适合求解大型复杂结构系统。

关 键 词:凿岩台车伸缩臂模态分析有限元ANSYS9.0
收稿时间:2006-04-20
修稿时间:2006-04-20

Modal Analysis on Telescopic Booms of TR1000 Rock Drilling Jumbos
XU Hong-yu,HU Liu-xian,CHEN Dian-yun,FANG Xin-qiang,WANG Hui-ping,NING Huai-ming.Modal Analysis on Telescopic Booms of TR1000 Rock Drilling Jumbos[J].Tunnel Construction,2007,27(1):99-103.
Authors:XU Hong-yu  HU Liu-xian  CHEN Dian-yun  FANG Xin-qiang  WANG Hui-ping  NING Huai-ming
Institution:1. Architectural Engineering College, Henan University of Science &;|Technology2. Mechanical Engineering Department, Luoyang College of Technology3. Tamrock Luoyang Machinery Co., Ltd
Abstract:In the paper, the inherent frequencies and vibration modes of the telescopic booms of TR1000 rock drilling jumbos are calculated by means of the modal analysis function of the finite element analysis program of ANSYS9.0 and comparison is made between the FEM calculation results and the modal testing analysis results. The comparison indicates that the modal testing analysis helpful rapid, for the designing of the results are in good agreement with the FEM calculation results. The analytical results are telescopic booms. The study indicates that the FEM modal analysis is more convenient, cost-saving and repeatable than the modal testing analysis and is especially powerful for large and complicated structures.
Keywords:ANSYS9  0
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