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3D FE ANALYSIS OF ASPHALT PAVEMEMT RUTTING BASED ON CREEP MODEL

机译:基于蠕变模型的沥青路面车辙的3D有限元分析

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摘要

Three-dimensional finite element analysis of asphalt pavement structure can be carried out using the linear Drucker-Prager creep model which can successfully describe the creep properties of asphalt mixtures. Results of the FE studies show that the rutting shape is W-type; the rutting depth increases with load repetitions; and the increasing rate is faster at initial period and slower at later period. Vertical displacement is mainly generated in the pavement surface, larger values is maintained at the scope of 0~12cm under pavement surface. Extreme total strain, creep strain and plastic strain of asphalt pavement surface appear at the scope of 6~12cm under pavement in the tire center, which locates generally in the middle-asphalt pavement surface. So that materials of middle-asphalt pavement surface must possess good anti-deformation performance.
机译:可以使用线性Drucker-Prager蠕变模型对沥青路面结构进行三维有限元分析,该模型可以成功地描述沥青混合料的蠕变特性。有限元研究的结果表明,车辙形状为W型。车辙深度随着载荷的重复而增加;增长速度在初期较快,在后期较慢。垂直位移主要在人行道表面产生,在人行道表面下方的0〜12cm范围内保持较大的值。沥青路面的极限总应变,蠕变应变和塑性应变出现在轮胎中心路面下方6〜12cm的范围内,一般位于沥青中间路面。因此,中沥青路面的材料必须具有良好的抗变形性能。

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