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非线性变速轴向运动黏弹性梁稳态响应
引用本文:王波,陈立群,王洪伟,刘玉敬.非线性变速轴向运动黏弹性梁稳态响应[J].科技导报(北京),2009,27(2).
作者姓名:王波  陈立群  王洪伟  刘玉敬
作者单位:王波,WANG Bo(上海大学上海市应用数学和力学研究所,上海,200072);陈立群,CHEN Liqun(上海大学上海市应用数学和力学研究所,上海,200072;上海大学力学系,上海,200444);王洪伟,刘玉敬,WANG Hongwei,LIU Yujing(宝钢集团苏州冶金机械厂,苏州,215151)  
基金项目:国家自然科学基金,国家自然科学基金,上海市教委资助项目,上海市重点学科建设项目 
摘    要:研究了非线性变速轴向运动梁稳态幅频响应.变速轴向运动梁的控制微分方程被建立,黏弹性本构关系引入了物质时间导数,考虑了由均匀轴向运动梁变形的影响而导致梁轴向伸长而引起的附加力,并以轴向张力平均值代替梁上各点的精确值,建立了积分一偏微分非线性轴向运动梁的控制方程.轴向运动梁两端的边界为带有扭转弹簧的套筒铰支的混杂边界条件,同时认为轴向运动速度在平均速度附近做微小简谐脉动.应用渐进摄动法直接求解非线性变速轴向运动梁的控制方程并导出了当扰动速度的频率接近未扰系统任意两个固有频率之和时所发生的组合参数共振的稳态幅频响应方程和振幅方程.数值结果给出了轴向运动梁的黏弹性、扰动振幅、非线性对稳态幅频响应的影响.结果显示,轴向运动梁的材料的黏弹性增大时,零平衡位置的失稳区域会减小;当梁的轴向扰动速度幅值增大时,零平衡位置的失稳区域随之增大;稳定及非稳定的两条非零解曲线的振幅都会因为非线性系数的增大而减小.零解失稳范围则不受非线性项的影响.

关 键 词:轴向变速运动梁  黏弹性  渐进法  参数共振  稳态幅频响应

Analysis of the Steady-State Response of Nonlinear Axially Moving Viscoelastic Beams with Time-Dependent Velocity
WANG Bo,CHEN Liqun,WANG Hongwei,LIU Yujing.Analysis of the Steady-State Response of Nonlinear Axially Moving Viscoelastic Beams with Time-Dependent Velocity[J].Science & Technology Review,2009,27(2).
Authors:WANG Bo  CHEN Liqun    WANG Hongwei  LIU Yujing
Institution:WANG Bo1,CHEN Liqun1,2,WANG Hongwei3,LIU Yujing3 1. Shanghai Institute of Applied Mathematics , Mechanics,Shanghai University,Shanghai 200072,China 2. Department of Mechanics,Shanghai 200444,China 3. Suzhou Metallurgical Machinery Plant,Baosteel Group,Suzhou 215151,China
Abstract:Axially accelerating beams can be used to simulate many engineering devices. As a parametric vibration is excited by the variation of the beam tension or the beam axial speed, a large transverse motion of axially moving beams may occur under certain conditions. In this paper, the steady-state response of nonlinear axially moving beams with time-dependent velocity is analyzed. The material time derivative is used in the viscoelastic constitutive relation. Asymptotic analysis is proposed to investigate the go...
Keywords:axially accelerating beam  asymptotic analysis  parametric resonance  viscoelasticity  stability-state response  
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