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    Static-Fatigue Unified Damage Constitutive Model of Concrete Based on Accumulated Energy Equivalent Strain 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 010:;page 04025053-1
    Author(s): Shi, Jiarui; Cui, Chenxing; Song, Li; Liu, Menglu; Yu, Zhiwu
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDamage accumulation and mechanical performance degradation will inevitably occur in concrete structures under long-term repeated loading. A reliable concrete constitutive model is essential for accurately predicting ...
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    Train-Induced Vibration Characteristics of an Integrated High-Speed Railway Station 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Zhihui Zhu; Michael T. Davidson; Issam E. Harik; Yu Zhi-wu
    Publisher: American Society of Civil Engineers
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    Fatigue Behavior of Reinforced Concrete T-Beam 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 003
    Author(s): Zhu Hong-bing; Xu Yong-qiang; Li Xiu; Yu Zhi-wu
    Publisher: American Society of Civil Engineers
    Abstract: Equi-amplitude fatigue loading experiments on five reinforced concrete T-beams were conducted to observe the fatigue damage development. Three stages of fatigue damage were seen in the experiments. The damage rapidly ...
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    Water Transport Behavior of Concrete: Boundary Condition and Water Influential Depth 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011
    Author(s): Liu Peng;Chen Ying;Xing Feng;Yu Zhiwu;Wang Weilun;Miao Lixin
    Publisher: American Society of Civil Engineers
    Abstract: In this study, water transport in concrete was investigated using an environmental simulation test system, and the boundary conditions of water transport on the concrete surface are proposed in this paper. The water ...
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