作者: Zhanping You , Yu Liu , Qingli Dai
DOI: 10.1061/(ASCE)MT.1943-5533.0000038
关键词: Micromechanics 、 Viscoelasticity 、 Materials science 、 Composite material 、 Stiffness 、 Time–temperature superposition 、 Creep 、 Discrete element method 、 Asphalt concrete 、 Structural engineering 、 Asphalt 、 General Materials Science 、 Mechanics of Materials 、 Civil and Structural Engineering 、 Building and Construction
摘要: Microstructural-based discrete element (DE) models have been used for a better understanding of asphalt pavement concrete since the late 1990s. Most current studies done with two-dimensional (2D) models. Moreover, elastic are primarily employed simulation an matrix’s time-dependent behaviors. A 2D model is too simple to capture complex microstructure concrete, and not sufficient simulating viscoelastic Therefore, it necessary consider three-dimensional (3D) microstructural-based DE mixture Currently, easy build such 3D using existing techniques presented in previous studies. major challenge, however, reduce computation time run modeling process which extremely time-consuming. The primary objective this paper s...