作者: Eyad Masad , Laith Tashman , Dallas Little , Hussein Zbib
DOI: 10.1016/J.MECHMAT.2005.06.003
关键词: Deformation (engineering) 、 Constitutive equation 、 Yield surface 、 Material properties 、 Stress path 、 Aggregate (composite) 、 Triaxial shear test 、 Viscoplasticity 、 Structural engineering 、 Composite material 、 Materials science
摘要: This paper presents an approach for constitutive modeling of the viscoplastic behavior of asphalt mixes. This approach utilizes an anisotropic non-associated flow rule based on the …