首页 | 本学科首页   官方微博 | 高级检索  
     检索      

黏弹性三维层状系统的动力谱单元的研究
引用本文:吴春颖,葛修润,刘学岩,A.Scarpas.黏弹性三维层状系统的动力谱单元的研究[J].岩土力学,2007,28(11):2265-2270.
作者姓名:吴春颖  葛修润  刘学岩  A.Scarpas
作者单位:1.江苏省交通科学研究院 道路工程研究所,南京 210017;2.上海交通大学 船舶海洋与建筑工程学院/岩土力学与工程研究所,上海 200240; 3.荷兰代尔夫特理工大学 土木与地球科学学院/结构力学部,代尔夫特 荷兰 2628 CN
基金项目:荷兰Nuffic基金会Huygens项目
摘    要:将黏弹性材料的应力-应变关系和三维谱单元耦合起来,解决三维黏弹性层状体系受冲击荷载的动力问题。此算法将4参量 Burgers微分型本构黏弹性模型,方便地代入谱单元在频率内的波动解,再通过快速傅立叶变换得到时域内三维层状黏弹性体系的瞬态响应分析的结果。以3层路面体系为例,用此算法对其进行了脉冲荷载下的动力响应分析,与有限元的计算结果进行对比,二者吻合良好,同时又对弹性和黏弹性多种路面模型进行了动力分析和对比。

关 键 词:谱单元  黏弹性模型  冲击荷载  快速傅立叶变换  
文章编号:1000-7598-(2007)11-2265-06
收稿时间:2005-11-10
修稿时间:2005-11-10

Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method
WU Chun-ying,GE Xiu-run,LIU Xue-yan,A.Scarpas.Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method[J].Rock and Soil Mechanics,2007,28(11):2265-2270.
Authors:WU Chun-ying  GE Xiu-run  LIU Xue-yan  AScarpas
Institution:1. Highway Engineering Department, Jiangsu Transportation Institute, Nanjing 210017, China; 2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China; 3. Section of Structural Mechanics, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, Netherlands, 2628 CN Delft
Abstract:An algorithm that combines the viscoelastic stress-strain relationship with the three-dimensional spectral element is proposed to solve the problems of three-dimensional viscoelastic multi-layer system subjected to an impulsive load.The four-parameter Burgers differential constitutive model is utilized in frequency domain for the formulation of viscoelastic spectral elements.Furthermore,the time domain response of three-dimensional layered system is obtained through fast Fourier transforms(FFT).As to a numerical structure,a three-layer pavement system,both proposed method and finite element method are applied to analyze the dynamic response subjected to an impulsive load.And the two results have a good agreement.Besides,the analysis and comparison of various elastic and viscoelastic models are shown in the cases.
Keywords:spectral element  viscoelastic model  impulsive load  fast Fourier transforms(FFT)
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号