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    Influence Length of Wire Fracture and Wire-to-Wire Interaction in Helically Wired Strands under Axial Loads 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 001
    Author(s): Qu Hongya;Li Tiantian;Chen Genda
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the influence length of wire damage and wire-to-wire interaction in helically wired strands were investigated both experimentally and numerically. Greased seven-wire steel strands (2 long and 11 short ...
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    Data-Driven Shear Capacity Prediction of Studs Embedded in UHPC for Steel–UHPC Composite Structures 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009:;page 04025119-1
    Author(s): Zhu, Yanping; Taffese, Woubishet Zewdu; Chen, Genda
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study employs ensemble learning algorithms to accurately predict the shear capacity of studs embedded in ultrahigh performance concrete (UHPC), a critical aspect of structural engineering. Using a comprehensive ...
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    Stress Distributions in Girder-Arch-Pier Connections of Long-Span Continuous Rigid Frame Arch Railway Bridges 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 007
    Author(s): Gou Hongye;Long Hao;Bao Yi;Chen Genda;Pu Qianhui;Kang Rui
    Publisher: American Society of Civil Engineers
    Abstract: Because of their large stiffness and spanning capability, continuous rigid frame arch bridges are attracting increasing interest in the development of high-speed railway networks in China. The internal loadings are associated ...
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