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复杂非线性隔冲减振系统计算分析
引用本文:陈志坚,吴惠军,叶明,罗忠.复杂非线性隔冲减振系统计算分析[J].海军工程大学学报,2006,18(4):34-38.
作者姓名:陈志坚  吴惠军  叶明  罗忠
作者单位:1. 海军工程大学,船舶与动力学院,湖北,武汉,430033
2. 河南交通职业技术学院,河南,郑州,450015
3. 中国船舶工业集团第708研究所,军事代表室,上海,200011
摘    要:基于结构动力学理论,提出了一种用于分析计算复杂非线性隔冲减振系统的双模型两步计算法。该方法将冲击振动分成2个阶段:冲击作用阶段和自由振动阶段。冲击作用阶段,采用两自由度模型进行响应计算,该两自由度模型可有效地解决基础冲击输入问题;自由振动阶段,采用单自由度模型进行响应计算,设备在该阶段以冲击终了时刻的速度和位移为初始条件进行振动。文中还对一个典型的复杂非线性系统的冲击过程进行了数值计算.该方法亦可用于线性隔冲减振系统的计算分析.

关 键 词:隔冲减振  非线性  双模型  两步长计算法
文章编号:1009-3486(2006)04-0034-05
修稿时间:2005年11月18

A practical method for calculating complexity shock-isolating system with nonlinear stiffness
CHEN Zhi-jian,WU Hui-jun,YE Ming,LUO Zhong.A practical method for calculating complexity shock-isolating system with nonlinear stiffness[J].Journal of Naval University of Engineering,2006,18(4):34-38.
Authors:CHEN Zhi-jian  WU Hui-jun  YE Ming  LUO Zhong
Abstract:Based on the dynamics of structure,this paper presented apratical method of two steps by double model for calculating the complexity shock-isolating system with nonlinear stiffness.The whole process was devided into shock action phase and free vibration phase.In the shock action phase,the response was calculated by using double DOF model which could effectively treat with the foundation shocking boundary condition.In the free vibration phase,the response was calculated by adopting single DOF system which replaced initial conditions with the displacements and velocities of the final moment in the shock action phase.A shocking numerical process with typical complexity nonlinear system was analyzed.This method can also be used in the linear shock-isolating system.
Keywords:shock-isolating  nonlinear  double model  two steps method
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