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双铰抛物线弹性拱的混沌行为
引用本文:巫祖烈,李世亚,杜长城.双铰抛物线弹性拱的混沌行为[J].四川大学学报(工程科学版),2007,39(4):31-34.
作者姓名:巫祖烈  李世亚  杜长城
作者单位:1. 重庆交通大学,桥梁结构工程交通行业重点实验室,重庆,400074
2. 西南交通大学,应用力学与工程系,四川,成都,610031
基金项目:国家自然科学基金;四川省应用基础研究计划;重庆交通大学桥梁结构工程交通行业重点实验室开放基金
摘    要:要设计出具有好的非线性动力学特性的拱结构,需要了解拱在外激励下的长期非线性动力学行为,对两铰抛物线弹性拱在横向周期荷载下的混沌运动行为进行了研究。基于变形体的几何方程及拱的单元平衡方程建立拱的非线性动力学模型,然后利用Galerkin原理得到控制拱横向振动的二阶三次非线性微分动力系统,并由此得无扰动系统的不动点与同宿轨道;使用Melnikov方法得到了拱混沌振动的临界条件;最后通过数值仿真得到该微分动力系统Lyapunov指数谱、Lyapunov维数、平面相轨线、Poincare映射等混沌特性,并以此判定

关 键 词:弹性拱  Melnikov函数  混沌  微分动力系统
文章编号:1009-3087(2007)04-0031-04
收稿时间:2006/10/31 0:00:00
修稿时间:2006-10-31

The Chaotic Behavior of Parabolic Elastic Arch with Two Hinge Supports
WU Zu-lie,LI Shi-ya,DU Chang-cheng,LI Ying-hui.The Chaotic Behavior of Parabolic Elastic Arch with Two Hinge Supports[J].Journal of Sichuan University (Engineering Science Edition),2007,39(4):31-34.
Authors:WU Zu-lie  LI Shi-ya  DU Chang-cheng  LI Ying-hui
Affiliation:1. Key Lab. of Bridge-Structure Eng. of Ministry of Communications, Chongqing Jiaotong Univ. , Chongqing 400074, China; 2. Dept. of Applied Mechanics and Eng. , Southwest Jiaotong Univ. , Chengdu 610031, China
Abstract:In order to design an arch structure with good nonlinear dynamic characteristics,the nonlinear dynamic behaviors under a long time external force have to be investigated.The chaotic behaviors of the parabolic elastic arch with two hinge supports subjected to a transverse distributed varying periodic excitation are investigated in this paper.Based on the geometric equation of deformable body and the equilibrium equations of an arch element,the nonlinear dynamic model which dominates the transverse vibration of the elastic arch is established first,and then the nonlinear differential dynamic system is obtained by using Galerkin's method,thus the fixed points and the homoclinic orbits are found out.The critical condition of chaotic vibration of the elastic arch is obtained through the Melnikov's method.Finally the dynamic characteristics(such as Lyapunov exponents and Lyapunov dimension and the phase trajectories and also the Poincare map etc.) which can be used to explain the dynamic behaviors of the differential dynamic system of the elastic arch are calculated by using numerical simulation for different parameters.It is found that the motion of the parabolic elastic arch with two hinge supports subjected to a transverse periodic excitation may be stationary or chaotic motion.The stationary motion occurs if the amplitude of the transverse periodic excitation is small,but the chaotic motion occurs if the amplitude is large.
Keywords:elastic arch  Melnikov function  chaos  differential dynamic system
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