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粘弹性结构动力学分析的等效粘性阻尼算法
EQUIVALENT VISCO-DAMPING METHOD FOR THE DYNAMIC RESPONSE ANALYSIS OF VISCO-ELASTIC STRUCTURE
【摘要】 分析粘弹性材料结构的振动,通常采用积分-微分形式的运动方程,有别于结构动力学中经常采用的 K—C—M形式的运动方程。因此分析者往往需要编制专用程序,从而增加成本,降低效率。建立了一组与积分-微分 形式等效的K—C—M形式的运动方程,使得粘弹性结构的动力学分析可以直接利用通用的FEM程序,而不必作任何 修改和扩充。
【Abstract】 Unlike the K-C-M form of motion equations used in common structural dynamic analysis with visco-damping ,integral-differential equations are usually used to describe the vibration of a visco-elastic structure .To avoid compiling special programs ,a set of standard K-C-M form equations of motion is provided and proved to be equivalent to the integral-differential vibration equations derived for visco-elastic structure. Thus the general commercial FEA programs can be utilized directly without any modification to solve the dynamic response of structures with visco-elastic elements.
【Key words】 visco-elasticity; vibration; dynamic response; finite element;
- 【文献出处】 振动与冲击 ,Journal of Vibration and Shock , 编辑部邮箱 ,2005年01期
- 【分类号】O345
- 【被引频次】42
- 【下载频次】807