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    Analysis of Structural Types and Mechanical Performance of Steel–Concrete Connections without Cells 

    Source: Journal of Highway and Transportation Research and Development (English Edition ):;2016:;Volume ( 010 ):;issue: 004
    Author(s): Kai Zhang; Yong-jian Liu; Ming-jie Ju; Jiang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Steel–concrete connections, as key components of hybrid bridges, present a complex structural type and mechanical behavior. On the basis of the steel–concrete connections in the Lichuan Bridge, a numerical analysis was ...
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    Measurement and Simulation of Temperature Field of Concrete Box Girder in Northwest Severely Cold Area 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 003
    Author(s): Liu Jiang;Liu Yong-jian;Liu Guang-long;Zhang Ning
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluated the characteristics of temperature field distribution of the concrete box girder based on the middle bridge of Xiaosha River, and the effects of temperature in severely cold area were determined through ...
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    Design and Analysis of Concrete-Filled Rectangular Steel Tubular Truss-Arch Composite Bridge Stiffened with PBL 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2020:;Volume ( 014 ):;issue: 002
    Author(s): Gang Long; Wei-qing Zhu; Yong-jian Liu; Bo-wen Feng
    Publisher: ASCE
    Abstract: Under the influence of long time load actions, shrinkage and creep of concrete, temperature variation, and concrete pouring quality, debonding may occur between steel tube and concrete. Debonding affects the mechanism ...
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