纸质出版日期:2010,
网络出版日期:2010-11-25
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对复合单元法理论进行简单介绍,利用该方法获得了多阶梯变截面梁和渐变截面梁的有限元动力分析方程。在此基础上通过求解广义特征值问题得到了梁的前几阶固有频率振型。在划分不同单元数目的情况下,对利用复合单元法 (CEM)和有限单元法(FEM)以及其他理论方法所得的固有频率进行比较,进一步结合软件ANSYS求解的结果进行比较。数值仿真结果表明:复合单元法具有计算量小、计算精度高的优点。因此,在结构动力分析中有一定应用前景。
A brief introduction to composite element method (CEM) is given. The finite element model is established by the composite element model for vibration analysis. The lowest few natural frequencies and the associated modeshapes are obtained from generalized eigenvalue analysis.Comparison is made for the results obtained from the CEM, FEM and other analytical methods. It was further verified by the results from ANSYS. The results show that the CEM has the advantages of computational efficiency and high accuracy. Studies indicates that the proposed method has the potential for application in structure vibration analysis.
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