rheological model

The Research of NonLinear Rheological Properties and Model Theory for Two Types of Foundational Soil

两种地基土非线性流变特性与模型理论研究

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According finite element theory, the computing method and step of Nishihara rheological model was given, numerical simulating of Three point bending creep test was performed and the results were coincided with that of test.

给出了西原流变模型数值计算基本方法和步骤。并对三点弯曲流变试验进行了数值模拟，结果也证明了改进后的西原模型与实测值的吻合性。

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Rheological properties of waxy corn flour were studied in this work, and the rheological model was described.

研究了蜡质玉米粉糊的流变特性，建立了相应的流变模型，确立了本构方程。

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Limited Kelvin Model and Its Application to Rheological Properties in Filled Blending Polymer Systems

功能型束缚Kelvin模型及其在填充共混聚合物体系的流变应用

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The unidimensional constitutive equations of rheological model have been established and stress and strain fields of cast steel test bar with hot spot at one end was calculated.

建立了铸件凝固过程热应力模拟的一维流变学本构方程，并且对一端受约束一端带热节的铸钢试棒进行了数值模拟，进而研究了热裂机理。

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A new model of a rheological damage of jointed rocks stability analysis in the paper.

采用试验和理论方法,建立了裂隙岩体的流变损伤力学模型.

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The results showed that this model can well simulate the rheological properties of the compression creep process of dried fish floss.

结果表明此模型可以很好的模拟鱼松压缩蠕变过程的流变学特性。

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Numerical EHL Solution for Line Contacts under Heavy Load with a Non-Newtonian Rheological Model

重载下非牛顿流体线接触弹性流体动力润滑的数值解

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Dynamic viscosity measurment of bitumen and its rheological model

沥青材料的动态粘度测试及流变模型

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Abased on the study of many documents from home and abroad about strata and surface movement, mathematics model of strata movement is established and is used to study combinatorial movement regularity of controling strata lay from a rheological mechanics point of view;

本文作者在研究大量国内外有关岩层与地表移动文献的基础上，从流变力学的角度建立了岩层移动的数学模型，研究了控制岩层组合运动规律；

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The Grey Rheological Model and Its Application to the Prediction of Displacement of the Anchor Wall in Foundation Pit

灰色时效模型及在基坑锚拉墙位移预测中的应用

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Rheological Experiment on the Track Model of CWR

无缝线路模型轨道的流变特性实验

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The variation characteristics of the position of curved neutral layer and the relative creep function with time are studied systemically based on the rheological constitutive Burgers model.

基于Burgers流变本构模型，对岩层的中性层位置和相对蠕变函数随时间的变化特征进行了系统研究。

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Using a combined Rheological model, this paper presents a solution to the time-effect deformation around unlined underground opening under two-dimensional crustal stress field in visco-elastic foundation.

本文介绍应用组合流变模型，研究在粘性弹性地层中二维地压力作用下，毛挖地下洞室周壁变形随时间变化的解答。

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