Coupling of microstructural and macrostructural computational approaches for asphalt pavements under rolling tire load
Author:
Affiliation:
1. Institute for Structural Analysis TU Dresden Dresden Germany
2. Institute of Highway Engineering RWTH Aachen Aachen Germany
3. Institute of Urban and Pavement Engineering TU Dresden Dresden Germany
Funder
Deutsche Forschungsgemeinschaft
Publisher
Wiley
Subject
Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1111/mice.12535
Reference45 articles.
1. Pavement Damage Due to Conventional and New Generation of Wide-Base Super Single Tires
2. Cracked asphalt pavement under traffic loading – A 3D finite element analysis
3. Discrete Element Modeling of Asphalt Concrete: Microfabric Approach
4. A multiscale model for predicting the viscoelastic properties of asphalt concrete
5. A thermodynamic framework for constitutive modeling of time- and rate-dependent materials. Part II: Numerical aspects and application to asphalt concrete
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