A standardlinearsolid model (kelvin model) was used to fit the experimental data.
同时以标准线性固体模型对实验数据进行了拟合。
2
Viscoelasticity was analyzed by the special three element standardlinearsolid model.
粘弹性分析采用特殊的三元素标准线性固体模型拟合实验数据。
3
Thus, a nonlinear viscoelastic constitutive relation for cement mortar based on standardlinearsolid model considering the evolution of the damage internal variable is established accordingly.