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    Multiscale Finite-Element Analysis of Damage Behavior of Curved Ramp Bridge Deck Pavement Considering Tire–Bridge Interaction Effect 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 003:;page 04023004-1
    Author(s): Mingyang Gong; Jingyun Chen; Yiren Sun
    Publisher: American Society of Civil Engineers
    Abstract: The present study developed a three-dimensional (3D) multiscale modeling approach to investigate the mesoscale damage behavior of curved ramp bridge deck pavement subjected to tire loading. First, a full-scale tire–bridge ...
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    Fast 3D Voronoi and Voxel–Based Mesostructure Modeling Method for Asphalt Concrete 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 009:;page 04023062-1
    Author(s): Xin Wei; Yiren Sun; Hongren Gong; Jingyun Chen
    Publisher: ASCE
    Abstract: A fast three-dimensional (3D) Voronoi and voxel based mesostructure modeling method was proposed for asphalt concrete. This method combine the advantages of the Voronoi diagram, voxel meshing, and take-and-place techniques ...
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    Three-Dimensional Mesomechanical Complex Modulus Prediction for Asphalt Mortar Considering Conjunctive Shell Mechanism of Interface Transition Zones and Properties of Coarse Mastic 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 002:;page 04024116-1
    Author(s): Xin Wei; Yiren Sun; Mingjun Hu; Jingyun Chen
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt mortar is a mixture of asphalt mastic and fine aggregates (<2.36  mm) in asphalt concrete. Accurately predicting the complex modulus of asphalt mortar is essential to further estimating asphalt concrete’s ...
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    Three-Dimensional Micromechanical Complex-Modulus Prediction of Asphalt Concrete Considering the Aggregate Interlocking Effect 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 010
    Author(s): Yiren Sun; Jingyun Chen; Baofeng Pan; Xiang Shu; Baoshan Huang
    Publisher: American Society of Civil Engineers
    Abstract: The complex modulus (E*) is a fundamental material property extensively used for characterizing the viscoelastic behavior of asphalt concrete. In recent years, numerous micromechanics-based models have been proposed for ...
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    Characterization of Triaxial Stress State Linear Viscoelastic Behavior of Asphalt Concrete 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 004
    Author(s): Yiren Sun; Baoshan Huang; Jingyun Chen; Xiang Shu; Yuhua Li
    Publisher: American Society of Civil Engineers
    Abstract: The present study proposed a new method for characterizing linear viscoelastic (LVE) properties of asphalt concrete (AC) under triaxial loading conditions. The presented method adopted the relaxation spectrum model derived ...
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    3D Mesomechanical Simulation–Based Approach to Determining Representative Volume Element of Asphalt Concrete 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 001:;page 04024001-1
    Author(s): Xin Wei; Yiren Sun; Hongren Gong; Yuhua Li; Jingyun Chen
    Publisher: ASCE
    Abstract: This study proposes a three-dimensional (3D) mesomechanical simulation–based approach to determining the representative volume element (RVE) of asphalt concrete. In this approach, 3D mesostructures of asphalt concrete were ...
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    3D Multiscale Modeling of Asphalt Pavement Responses under Coupled Temperature–Stress Fields 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 003:;page 04022010
    Author(s): Yiren Sun; Zhuang Zhang; Hongren Gong; Changjun Zhou; Jingyun Chen; Baoshan Huang
    Publisher: ASCE
    Abstract: This study proposed a three-dimensional (3D) multiscale modeling method to investigate the responses of asphalt pavement subjected to coupled temperature-stress fields. In this method, finite element models of asphalt ...
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    Coupled Thermomechanical Damage Behavior Analysis of Asphalt Pavements Using a 2D Mesostructure-Based Finite-Element Method 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 002:;page 04021012-1
    Author(s): Cong Du; Yiren Sun; Jingyun Chen; Changjun Zhou; Pengfei Liu; Dawei Wang; Markus Oeser
    Publisher: ASCE
    Abstract: To investigate the damage behavior of asphalt pavements under the combination of temperature fields and traffic loadings, a two-dimensional (2D) mesostructure-based finite-element method was developed. Temperature fields ...
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    2D Aggregate Gradation Conversion Framework Integrated with 3D Random Aggregate Method and Machine-Learning for Asphalt Concrete 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 005:;page 04024091-1
    Author(s): Xin Wei; Yiren Sun; Hongren Gong; Yanqing Zhao; Mingjun Hu; Jingyun Chen
    Publisher: ASCE
    Abstract: Two-dimensional (2D) random mesostructure models have been broadly utilized to study mechanical behavior and damage mechanisms of asphalt concrete due to their high availability and efficiency. The 2D aggregate gradation ...
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    Data-Mining Framework Integrating 3D Random Aggregate Method and Finite-Element Method for Mesoscopic Simulation of Asphalt Concrete 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 003:;page 04024021-1
    Author(s): Xin Wei; Yiren Sun; Hongren Gong; Mingjun Hu; Yanqing Zhao; Jingyun Chen
    Publisher: American Society of Civil Engineers
    Abstract: Mesostructure-based simulation technology offers an effective approach to modeling the mesomechanical responses of asphalt concrete and studying its mesomechanisms. However, current exploration depth and utilization level ...
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