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    Analytical Model for Load Dependence of Chloride Penetration into Concrete 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 005
    Author(s): Jun Xu; Fumin Li
    Publisher: American Society of Civil Engineers
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    Chloride Transport in Interfacial Zone of New–Old Concrete Joints of Precast Prestressed Concrete Bridges under Fatigue Load 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010:;page 04022263
    Author(s): Jie Zhao; Fumin Li
    Publisher: ASCE
    Abstract: The interfacial zone of new–old concrete in precast concrete structure is the natural weak part in durability, and fatigue stress and an aggressive medium will accelerate the durability degradation of the interfacial zone. ...
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    High-Temperature Mechanical Properties of Artificially Simulated Corroded Q500MC Structural Steel 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009:;page 04023291-1
    Author(s): Cheng Cheng; Fumin Li; Xiangren Wang; Zhen Guo
    Publisher: ASCE
    Abstract: Steel structures under fire often remain in corrosive environments for a long period of time. However, research on the high-temperature mechanical properties of corroded steels remains limited. In this study, an artificially ...
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    Mechanical Performance of Artificially Rusted Q500MC Structural Steel Subjected to High Temperature 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009:;page 04023287-1
    Author(s): Zhen Guo; Yulong Zhang; Xiangren Wang; Fumin Li
    Publisher: ASCE
    Abstract: Steel is prone to rusting in a corrosive environment, which results in a reduction of the effective bearing section of the steel structure. The stress concentration at the location of rusting causes brittle fracture of the ...
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