Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method
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Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method
Vol. 28, Issue 11, (2007)
作者机构:
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
作者简介:
基金信息:
DOI:
CLC:O343
Online First:18 October 2013,
Published:2007
稿件说明:
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WU Chun-ying, GE Xiu-run, LIU Xue-yan, et al. Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method[J]. 2007, 28(11).
DOI:
WU Chun-ying, GE Xiu-run, LIU Xue-yan, et al. Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method[J]. 2007, 28(11).DOI:
Dynamic analysis of three-dimensional viscoelastic layer system using spectral element method
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.