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    Three-Dimensional Cyclic Beam-Truss Model for Nonplanar Reinforced Concrete Walls 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Yuan Lu; Marios Panagiotou
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional nonlinear cyclic model for nonplanar reinforced concrete walls is presented. Nonlinear Euler-Bernoulli fiber-section beam elements are used to represent steel and concrete in the vertical direction, and ...
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    Micromechanical Discrete Element Modeling of Asphalt Mixture Shear Fatigue Performance 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
    Author(s): Yong Peng; Hua Gao; Xue-yuan Lu; Li-jun Sun
    Publisher: ASCE
    Abstract: This study aims to investigate the shear fatigue performance of asphalt mixture and factors influencing performance using a three-dimensional (3D) discrete element method (DEM) incorporated with the Burgers model. The ...
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    Discrete-Element Modeling of Influence of Void Characteristics on Uniaxial Penetration Strength of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001:;page 04020399
    Author(s): Yong Peng; Shun Xia; Yi-ran Xu; Xue-yuan Lu; Yan-wei Li
    Publisher: ASCE
    Abstract: This paper aims to investigate the influence of void characteristics on the uniaxial penetration strength (UPS) of asphalt mixtures using a three-dimensional (3D) discrete-element method (DEM). Three models for the uniaxial ...
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    Mechanical Response of Asphalt Surfaces under Moving Traffic Loads Using 3D Discrete Element Method 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002:;page 04022006
    Author(s): Yong Peng; Shun Xia; Yi-Ran Xu; Xue-Yuan Lu; Yan-Wei Li
    Publisher: ASCE
    Abstract: This paper investigates the mechanical response of asphalt surfaces under moving traffic loads using the three-dimensional (3D) discrete element method (DEM). As an example of a semirigid base asphalt pavement, a discrete ...
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    Experimental Study on Dynamic Behavior of CFRP-to-Concrete Interface 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Jingsi Huo; Jingya Liu; Xiaoqing Dai; Jin Yang; Yuan Lu; Yan Xiao; Giorgio Monti
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber–reinforced polymer (CFRP) sheets/plates are widely used to strengthen deficient RC structures. Existing studies show that the effectiveness of externally bonded CFRP materials generally depends on the bond ...
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    Experimental Study on Dynamic Behavior of CFRP-to-Concrete Interface 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Jingsi Huo; Jingya Liu; Xiaoqing Dai; Jin Yang; Yuan Lu; Yan Xiao; Giorgio Monti
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber–reinforced polymer (CFRP) sheets/plates are widely used to strengthen deficient RC structures. Existing studies show that the effectiveness of externally bonded CFRP materials generally depends on the bond ...
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    Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 004
    Author(s): Juehao Huang; Jian Chen; Yuan Lu; Shun Yi; Hongzhan Cheng; Lan Cui
    Publisher: ASCE
    Abstract: Many undrained cyclic triaxial tests considering cyclic confining pressure have been carried out on Ningbo saturated soft clay using a cyclic triaxial system to study the influence of cycle numbers, stress paths, and cyclic ...
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