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压电智能桁架结构的位移最优控制
引用本文:龙连春,隋允康.压电智能桁架结构的位移最优控制[J].强度与环境,2006,33(2):39-44,57.
作者姓名:龙连春  隋允康
作者单位:北京工业大学机电学院,北京,100022
基金项目:国家高技术研究发展计划(863计划);北京市自然科学基金;北京市教委科研项目
摘    要:使压电智能桁架结构中待控制节点位移的最大值达到最小,以结构强度及作动器性态作为约束条件,以作动器电压作为控制变量,建立最优控制模型。对结构进行了机电耦合有限元分析,利用线性压电学原理,导出了结构节点位移及杆件应力与控制电压的关系。模型被转化为序列线性规划问题进行求解。用数值方法模拟了结构位移控制的效果,实例表明该方法在保证强度的同时,能有效控制结构的节点位移,并可处理任意工况多位移要求的情况,这是普通结构通过初始结构设计难以实现的。

关 键 词:智能结构  位移控制  机电耦合  最优化
文章编号:1006-3919(2006)02-0039-06
收稿时间:2005-01-11
修稿时间:2005-01-112006-02-21

Optimum displacement control of piezoelectric adaptive trusses
LONG Lian-chun,SUI Yun-kang.Optimum displacement control of piezoelectric adaptive trusses[J].Structure & Environment Engineering,2006,33(2):39-44,57.
Authors:LONG Lian-chun  SUI Yun-kang
Abstract:An optimum control model was constructed, which takes the maximum controlleddisplacement-components of piezoelectric truss as objective, and takes the controlling voltage of actuators as variables, subjects to strength of the structure and characteristic of actuator. The electric-mechanical coupled structure was analyzed by finite element method. By using linear piezoelectricity theory, the relations between nodal-displacement/tension of bar and the controlling voltage was derived. The model was transformed to a sequential linear programming ultimately. The control efficiency of the model was simulated by numerical method. Examples illustrate that this method has ability to control nodal-displacements under the constraint of structural strength. The model can treat arbitrary load cases and control multiple displacement components, which is hard to be realized for general structures.
Keywords:adaptive structure  displacement control  electric-mechanical coupling  optimization
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