A new micromechanical model for predicting viscoelastic properties of mastic is proposed and validated with experiments. The developed model is based on the finite element method and allows predicting the viscoelastic properties of mastic by means of the fundamental mechanical and geometrical properties of its constituents. The influence of modelling parameters on the model’s accuracy is evaluated and optimal parameter combinations are identified. It is shown that the proposed model can capture the measured viscoelastic behaviour of mastics for the range of loading, temperature and material parameters examined. Accordingly, it may be a useful tool for optimizing mastics material design meeting the target viscoelastic properties.QC 20200430<...
This paper studies the potential effects of Reclaimed Asphalt Pavement (RAP) fine particles on bitum...
This paper presents a finite element (FE) micromechanical model for viscoelastoplastic behavior of a...
A micromechanical-based finite element (FE) model was used to predict the dynamic complex modulus ( ...
A new micromechanical model for predicting viscoelastic properties of mastic is proposed and validat...
ABSTRACT. Micromechanical models have been directly used to predict the effective complex modulus of...
This paper is devoted to the introduction of physicochemical, filler size, and distribution effect i...
ABSTRACT: This study focuses on the mechanical behaviour of asphalt mastic composed of filler partic...
The aggregate in an asphalt mixture is coated with mastic consisting of bitumen (dilute phase) and f...
Asphalt mastic is treated as a two-phase composite with asphalt matrix and embedded-matrix coated mi...
This study presents a finite element (FE) micromechanical modelling approach for the simulation of l...
A micromechanical finite element (FE) framework was developed to predict the viscoelastic properties...
This study developed micromechanical finite element (FE) models for simulating the viscoelastic beha...
The performances of asphalt concretes are typically influenced by the quantity and quality of filler...
The viscoelastic properties of asphalt mastics are influenced by the type of aggregate that is mixed...
The paper presents the results of a laboratory investigation aimed at evaluating the effects of fill...
This paper studies the potential effects of Reclaimed Asphalt Pavement (RAP) fine particles on bitum...
This paper presents a finite element (FE) micromechanical model for viscoelastoplastic behavior of a...
A micromechanical-based finite element (FE) model was used to predict the dynamic complex modulus ( ...
A new micromechanical model for predicting viscoelastic properties of mastic is proposed and validat...
ABSTRACT. Micromechanical models have been directly used to predict the effective complex modulus of...
This paper is devoted to the introduction of physicochemical, filler size, and distribution effect i...
ABSTRACT: This study focuses on the mechanical behaviour of asphalt mastic composed of filler partic...
The aggregate in an asphalt mixture is coated with mastic consisting of bitumen (dilute phase) and f...
Asphalt mastic is treated as a two-phase composite with asphalt matrix and embedded-matrix coated mi...
This study presents a finite element (FE) micromechanical modelling approach for the simulation of l...
A micromechanical finite element (FE) framework was developed to predict the viscoelastic properties...
This study developed micromechanical finite element (FE) models for simulating the viscoelastic beha...
The performances of asphalt concretes are typically influenced by the quantity and quality of filler...
The viscoelastic properties of asphalt mastics are influenced by the type of aggregate that is mixed...
The paper presents the results of a laboratory investigation aimed at evaluating the effects of fill...
This paper studies the potential effects of Reclaimed Asphalt Pavement (RAP) fine particles on bitum...
This paper presents a finite element (FE) micromechanical model for viscoelastoplastic behavior of a...
A micromechanical-based finite element (FE) model was used to predict the dynamic complex modulus ( ...