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    Techniques and Performance of Post-Prestressed Tunnel Liner 

    Source: Practice Periodical on Structural Design and Construction:;2005:;Volume ( 010 ):;issue: 002
    Author(s): Jingfu Kang; Yuming Hu
    Publisher: American Society of Civil Engineers
    Abstract: This research examined a new type of tunnel liner–concrete liner postprestressed with double-looped unbonded tendons. The performance of the liner was investigated by full-scale model tests and field instrumentations ...
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    Experimental Investigation of Flexural Behavior of Steel–UHPC Composite Beam with Waffle-Slab System 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 004:;page 04021011-1
    Author(s): Jinsong Zhu; Xiaoyu Guo; Jingfu Kang; Menghao Duan; Yongguang Wang
    Publisher: ASCE
    Abstract: The flexural behavior of steel-ultrahigh performance concrete (UHPC) composite beams with waffle slabs (SUCBWS) was investigated through experiments. The effects of design parameters, including the ratio of rib height to ...
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    Damage Detection of Epoxied Joint Model in Precast Concrete Segmental Bridges Using PZT Technology 

    Source: Journal of Aerospace Engineering:;2020:;Volume ( 033 ):;issue: 003
    Author(s): Jingnan Ding; Jingfu Kang; Jinsong Zhu; Xusheng Chen
    Publisher: ASCE
    Abstract: The feasibility of integrating the wave propagation (WP) method with the electromechanical impedance (EMI) method in damage diagnosis of joints in precast concrete segments under shear load was experimentally studied. The ...
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