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样条状态变量法分析弹性地基板的动力响应
Dynamic Response Analysis of Plates on Elastic Foundation by Spline State Variable Method
【摘要】 基于瞬时变分原理 ,应用乘积型二元三次 B样条函数 ,建立了弹性地基板的样条动力方程 .引入样条参数及其对时间的导数作为状态变量 ,导出了状态方程 .对空间域 ,采用样条元法 ;对时间域 ,采用现代控制论中的状态空间法 .此外 ,建立了一种状态变量的递推计算格式 ,可以直接计算出动力响应量 .文末给出若干数值算例 ,计算结果表明本文方法的计算精度与效率是令人满意的 .
【Abstract】 Based on the instantaneous variational principle and the cubic B spline functions,the spline dynamic equation for plates on elastic foundation was established.The spline parameters and their derivatives with respect to time were taken as state variables, and the state space equation was derived.The spline finite element procedure was used in space domain and the state space technique was used in time domain.In addition,a state space recursive scheme was developed,so that the dynamic responses can be calculated directly.The numerical results were presented to show the accuracy and efficiency of this method.
【Key words】 spline state variable method; instantaneous variational principle; plate on elastic foundation; dynamic response;
- 【文献出处】 中国矿业大学学报 ,Journal of China University of Mining & Technology , 编辑部邮箱 ,2001年01期
- 【分类号】TU348
- 【被引频次】1
- 【下载频次】65