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    Probability Prediction Model of the Maximum Corrosion Depth of Concrete Sewage Pipes 

    Source: Journal of Pipeline Systems Engineering and Practice:;2023:;Volume ( 014 ):;issue: 004:;page 04023034-1
    Author(s): Xiangling Gao; Lina Wang; Wei Liu
    Publisher: ASCE
    Abstract: Concrete pipes are used widely in sewage pipeline networks due to their superior stiffness, bearing capacity, and low price. However, as the service age increases, the microorganisms inside the pipeline react with the ...
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    Decomposition of the Shear Capacity of Steel Fiber–Reinforced Concrete Coupling Beams 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021176-1
    Author(s): Xiangling Gao; Dong Xiang; Jie Li; Xiaodan Ren
    Publisher: ASCE
    Abstract: Steel fiber–reinforced concrete (SFRC) is extensively used in coupling beams due to its superior mechanical properties. In this study, the two-parameter kinematic theory is modified by introducing the consideration of the ...
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    Stochastic Nonlinear Behavior of Reinforced Concrete Frames. I: Experimental Investigation 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Jie Li; Decheng Feng; Xiangling Gao; Yeshu Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports a systematic experimental investigation into the stochastic nonlinearities inherent in reinforced concrete (RC) frames. A series of specimen tests is conducted with a static monotonic lateral loading ...
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    Stochastic Nonlinear Behavior of Reinforced Concrete Frames. I: Experimental Investigation 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Jie Li; Decheng Feng; Xiangling Gao; Yeshu Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports a systematic experimental investigation into the stochastic nonlinearities inherent in reinforced concrete (RC) frames. A series of specimen tests is conducted with a static monotonic lateral loading ...
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    Coupled Creep-Damage-Plasticity Model for Concrete under Long-Term Loading 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Xiaodan Ren; Qing Wang; Roberto Ballarini; Xiangling Gao
    Publisher: ASCE
    Abstract: A damage-plasticity model is extended to account for the effects of simultaneously occurring stiffness degradation, residual deformation, and creep. Assuming the additivity of small strains, the model combines damage ...
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