A three dimensional viscoelastic model was presented to analyze the behavior of RCCD.
据此研究并提出了相应的碾压混凝土三维黏弹性分析模型。
After three dimensional model reconstruction, the most important step is choosing appropriate constitutive model that reflecting viscoelastic properties of asphalt sand matrix.
三维模型重构后，最重要的一步是选择能恰当反映沥青砂胶粘弹特性的本构模型。
By applying formal asymptotic analysis and Laplace transformation, we obtain two-dimensional model system of linearly viscoelastic "flexural" shell from three-dimensional equations.
应用形式渐近分析和拉普拉斯变换，我们从三维线性粘弹性方程组得到二维线性粘弹性弯壳的数学模型。
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