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| 基于ANSYS的ITER重力支撑系统特征值屈曲分析 | |
| 引用本文： | 黄宇锋,梁尚明,闫喜江,王贤宙,侯炳林,李鹏远,简广德,刘德权,周才品.基于ANSYS的ITER重力支撑系统特征值屈曲分析[J].机械设计与制造,2009(1). |
| 作者姓名： | 黄宇锋 梁尚明 闫喜江 王贤宙 侯炳林 李鹏远 简广德 刘德权 周才品 |
| 作者单位： | 1. 四川大学,制造科学与工程学院,成都,610065 2. 南京电子技术研究所,南京,210013 3. 核工业西南物理研究院,成都,610041 |
| 摘 要： | 针对ITER重力支撑系统的结构特点,应用有限元软件ANSYS,建立了ITER重力支撑系统的有限元模型.采用Block Lanczos方法对ITER重力支撑系统在静载荷与地震载荷同时作用下的稳定性进行了特征值屈曲分析,求出了ITER重力支撑系统的前3阶屈曲特征值和特征值屈曲模态.结果表明ITER重力支撑系统不会发生屈曲,韧性板是整个支撑系统中最易发生屈曲的零件.屈曲分析的结果对ITER装置的设计与改进具有一定的指导意义. |
| 关 键 词： | ITER重力支撑系统 有限元法 特征值屈曲分析 稳定性 |
Eigenvalue buckling analysis of gravity support system of ITER based on ANSYS |
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| HUANG Yu-feng,LIANG Shang-ming,YAN Xi-jiang,WANG Xian-zhou,HOU Bing-lin,LI Peng-yuan,JIAN Guang-de,LIU De-quan,ZHOU Cai-pin.Eigenvalue buckling analysis of gravity support system of ITER based on ANSYS[J].Machinery Design & Manufacture,2009(1). | |
| Authors: | HUANG Yu-feng LIANG Shang-ming YAN Xi-jiang WANG Xian-zhou HOU Bing-lin LI Peng-yuan JIAN Guang-de LIU De-quan ZHOU Cai-pin |
| Affiliation: | 1School of Manufacturing Sci. and Eng.;Sichuan Univ.;Chengdu 610065;China;2Nanjing Research Institute of Electronics Technology;Nanjing 210013;China;3Southwestern Institute of Physics;Chengdu 610041;China |
| Abstract: | The3-DFEMmodelofthegravitysupportsystemof ITERwasbuiltbyusing ANSYS according to the characteristics of the construction of the gravity support system . The structural stability of the gravity support system under combined action of the Dead Weight and Seismic Loads was analyzed using the Block Lanczos method,and first three eigenvalues and buckling modes of the gravity support system were solved. The results showed that the gravity support system is secure and the buckling of flexible plates occurs most po... |
| Keywords: | ITER gravity supports Finite element method Eigenvalue buckling analysis Stability |
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