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    Modified Schapery’s Model for Asphalt Sand 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Yong Ye; Xinhua Yang; Chuanyao Chen
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt sand is described as a viscoelastoplastic materials. To involve elastic, viscoelastic, and viscoplastic strain components, a modified Schapery’s model is proposed through adding a viscoplastic term to the Schapery’s ...
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    Flexural Performance of Stone Beams Strengthened with Prefabricated Prestressed CFRP-Reinforced Stone Plates 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005:;page 04023042-1
    Author(s): Yong Ye; Wei Miao; Jin-Hua Qiu; Zi-Xiong Guo
    Publisher: ASCE
    Abstract: A strengthening technique incorporating prefabricated prestressed carbon fiber–reinforced polymer (CFRP) was proposed and evaluated. The flexural performance of bare stone beams strengthened with prefabricated prestressed ...
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    Effects of Core Concrete Initial Imperfection on Performance of Eccentrically Loaded CFST Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Lin-Hai Han; Yong Ye; Fei-Yu Liao
    Publisher: American Society of Civil Engineers
    Abstract: Gap between the outer steel tube and core concrete is a type of initial imperfection that may exist in concrete-filled steel tubular (CFST) columns. This paper is devoted to investigate the influence of the gap on the ...
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    Modeling the Behavior of an Aggregate Skeleton during Static Creep of an Asphalt Mixture Based on a Three-Dimensional Mesoscale Random Model 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012:;page 04022319
    Author(s): Yuhong Liu; Yong Ye; Wei Luo; Hui Peng
    Publisher: ASCE
    Abstract: The aggregate skeleton and its evolution under external loads are crucial to evaluate the mechanical properties of the asphalt mixture. This study developed a method to identify the three-dimensionally (3D) aggregate ...
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