The paper aims to numerically reflect mineral-asphalt mixture structure by a standard FEM software. Laboratory test results are presented due to bending tests of circular notched elements. The result scatter is relatively high. An attempt was made to form a random aggregate distribution in order to obtain various results corresponding to laboratory tests. The material structure calibration, its homogenization and finite element dimensioning are the issues decisive for the objective mixture description. The representative volume element (RVE) is investigated here, while it does not precisely reflect the material structure it displays relevant global material parameters. The simulation procedure applied here makes it possible to introduce the name of Monte Carlo simulation-based constitutive model.
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21 February 2019
SCIENTIFIC SESSION ON APPLIED MECHANICS X: Proceedings of the 10th International Conference on Applied Mechanics
23 November 2018
Bydgoszcz, Poland
Research Article|
February 21 2019
A material model of asphalt mixtures based on Monte Carlo simulations
Cezary Szydłowski;
Cezary Szydłowski
a)
Faculty of Civil and Environmental Engineering, Gdansk University of Technology Narutowicza 11/12
, 80-233 Gdansk, Poland
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Jarosław Górski;
Jarosław Górski
b)
Faculty of Civil and Environmental Engineering, Gdansk University of Technology Narutowicza 11/12
, 80-233 Gdansk, Poland
b)Corresponding author: [email protected]
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Marcin Stienss;
Marcin Stienss
c)
Faculty of Civil and Environmental Engineering, Gdansk University of Technology Narutowicza 11/12
, 80-233 Gdansk, Poland
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Łukasz Smakosz
Łukasz Smakosz
d)
Faculty of Civil and Environmental Engineering, Gdansk University of Technology Narutowicza 11/12
, 80-233 Gdansk, Poland
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b)Corresponding author: [email protected]
AIP Conf. Proc. 2077, 020057 (2019)
Citation
Cezary Szydłowski, Jarosław Górski, Marcin Stienss, Łukasz Smakosz; A material model of asphalt mixtures based on Monte Carlo simulations. AIP Conf. Proc. 21 February 2019; 2077 (1): 020057. https://doi.org/10.1063/1.5091918
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