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求解结构动应力有限元方法的新探讨
引用本文:赖永星,周莉.求解结构动应力有限元方法的新探讨[J].华北水利水电学院学报,1997,18(2):92-96.
作者姓名:赖永星  周莉
作者单位:[1]郑州工业大学数理力学系 [2]黄委会设计院设计一处
摘    要:利用常规有限元方法,结合数值计算方法对振型函数进行[L]算子的微分计算,从而可方便迅速的得到了复杂结构动应力响应,通过算例计算表明该方法具有较高的精度,较一般的动态有限元具有通用性强、计算简单等特点

关 键 词:动应力  有限元  有限差分

The New Method Solving Structural Dynamic Stress With Finite Element
Lai Yongxin\ Wong Wei\ Zhou Li.The New Method Solving Structural Dynamic Stress With Finite Element[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1997,18(2):92-96.
Authors:Lai Yongxin\ Wong Wei\ Zhou Li
Affiliation:Lai Yongxin\ Wong Wei\ Zhou Li
Abstract:A new method solving structrual dynamic stress in finit element is presented in this paper. Stuctural dynamic stress can be obtained conveniently, which use solution of finite element and calculation of finite difference on modal function. Finally, we use the new method to analyze and calculate the example. The results of calculation is high compared with finite element,and its calculation volocity is fast compared with dynamic finite element.
Keywords:Dynamic stress  Finite element  Finite difference  
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