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铰接桁架结构动力学问题研究
引用本文:李凤明,吴志静,刘荣强.铰接桁架结构动力学问题研究[J].宇航学报,2012,33(5):556-561.
作者姓名:李凤明  吴志静  刘荣强
作者单位:1. 啥尔滨工业大学航天学院137信箱,哈尔滨,150001
2. 哈尔滨工业大学机电工程学院,哈尔滨,150001
摘    要:以铰接桁架结构为对象,采用谱元法研究铰对桁架结构动力学行为的影响,拓展了谱元法的应用领域。在频域下将铰结构考虑为一个谱单元,分别建立铰、杆和梁单元的动力学刚度矩阵,并加以整合得到整体结构的动力学刚度阵,进而建立整体结构的动力学方程。通过求解整体结构的动力学方程,获得结构的固有频率、频响曲线和时间响应历程曲线,并将谱元法的计算结果同有限元法的相应结果进行了比较。分析结果表明,谱元法在求解铰接桁架结构的动力学问题上具有较高的精确性,并且铰的存在对桁架结构动力学行为具有显著影响。

关 键 词:桁架结构    谱元法  动力学  时域响应

Study on the Dynamics Problems of Truss Structure with Joints
LI Feng-ming , WU Zhi-jing , LIU Rong-qiang.Study on the Dynamics Problems of Truss Structure with Joints[J].Journal of Astronautics,2012,33(5):556-561.
Authors:LI Feng-ming  WU Zhi-jing  LIU Rong-qiang
Institution:1.P.O.Box 137,School of Astronautics,Harbin Institute of Technology,Harbin 150001,China; 2.School of Mechanical and Electrical Engineering,Harbin Institute of Technology,Harbin 150001,China)
Abstract:In this paper,the dynamics problems of truss structure with joints are researched by using the spectral element method(SEM),and effects of joints on the dynamics behavior of the truss structure are analyzed,thus expanding application fields of the SEM.The joint structure is considered as a spectral element in the frequency domain.The dynamics stiffness matrices of the joint,rod and beam elements are established respectively.The dynamics stiffness matrix of the whole structure is obtained by integrating the dynamics stiffness matrices of the joint,rod and beam elements,and the dynamics equation of the whole structure is further established.The natural frequencies,frequency response curves and time domain responses of the structure are obtained by the calculation of the dynamics equation of the whole structure.The results calculated by the SEM are compared with the corresponding results obtained by the finite element method.From the numerical results,it is seen that the dynamics problems of truss structure with joints can be accurately solved by the SEM,and the joints have obvious influence on the dynamics behaviors of the truss structure.
Keywords:Truss structure  Joint  Spectral element method  Dynamics  Time domain response
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