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沥青混合料一维非线性粘弹本构方程
引用本文:张肖宁,潘大林,朱希岭.沥青混合料一维非线性粘弹本构方程[J].力学学报,1992,24(6):728-734.
作者姓名:张肖宁  潘大林  朱希岭
作者单位:哈尔滨建筑工程学院
基金项目:国家教委优秀年轻教师基金
摘    要:本文根据Green-Rivlin提出的Frechet级数,提出了一个兼具长时粘流效应及短时粘弹效应的一维非线性本构方程,并对一种沥青混合料采用蠕变试验方式拟合了本构方程的参数向量。拟合结果表明:这一本构方程形式简洁,物理意义清晰,易于拟合,并对不同应力历史下的应变响应具有广泛的适用性。

关 键 词:非线性  粘弹性  本构方程

ONE DIMENSIONAL NON-LINEAR VISCOELASTIC CONSTITUTIVE EQUATION OF BITUMINOUS MIXTURE
Zhang Xiaoning,Pan Dalin,Zhu Xiiing.ONE DIMENSIONAL NON-LINEAR VISCOELASTIC CONSTITUTIVE EQUATION OF BITUMINOUS MIXTURE[J].chinese journal of theoretical and applied mechanics,1992,24(6):728-734.
Authors:Zhang Xiaoning  Pan Dalin  Zhu Xiiing
Abstract:A one-dimensional nonlinear constitutive equation for describing both long period viscous effect and short period elastic effect has been presented according to Frechet series given by Green-Rivlin. The parameter vers of constitutive equation were determined by means of curvilinear regression of experimental data in the creep tests for a sort of asphalt mixture.The results indicate that the constitutive equation is valid for the strain response with different histories of stress.
Keywords:non-linear  viscoelasticity  constitutive equation  asphalt mixture  
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