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柔性悬臂梁的离散变结构控制
引用本文:蔡国平, 洪嘉振. 柔性悬臂梁的离散变结构控制[J]. 空间科学学报, 2004, 24(2): 145-151.
作者姓名:蔡国平  洪嘉振
作者单位:上海交通大学工程力学系 上海 200240
基金项目:国家自然科学基金项目(10372057),上海市自然科学基金项目(03ZR14062)共同资助
摘    要:对柔性梁的振动主动控制进行了研究.主动控制策略采用独立模态空间控制,模态控制律采用离散变结构控制律;给出了从实际测量中提取模态坐标和将模态控制力转换成实际控制力的方法,并给出了离散切换面和离散变结构模态控制律的确定方法.最后结合算例,对文中所给控制方法的有效性进行了验证.

关 键 词:柔性悬臂梁   振动控制   独立模态空间控制   变结构模态控制   切换面
收稿时间:2003-05-28
修稿时间:2003-05-28

DISCRETE VARIABLE STRUCTURE CONTROL OF FLEXIBLE CANTILEVER BEAM
CAI Guoping, HONG Jiazhen. DISCRETE VARIABLE STRUCTURE CONTROL OF FLEXIBLE CANTILEVER BEAM[J]. Chinese Journal of Space Science, 2004, 24(2): 145-151.
Authors:CAI Guoping HONG Jiazhen
Affiliation:Department of Engineering Mechanics, Shanghai Jiaotong University, Shanghai 200240
Abstract:Active control method for the vibration reduction of flexible cantilever beam is investigated in this paper. The independent modal space control method is used as control strategy, in which modal control law is designed using discrete-time variable-structure control method. Extraction of modal variables from actual measurements and transformation of actual control forces from modal control forces are discussed. Determination methods of discrete-time switching surface and variable-structure modal control law are presented. Effectiveness of the proposed control method is verified through a numerical simulation in the end of this paper.
Keywords:Flexible cantilever beam   Vibration control   Independent modal space control   Variable-structure modal control law   Switching surface
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