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    Effects of Stress Ratio and Banded Microstructure on Fatigue Crack Growth Behavior of HRB400 Steel Bar 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    Author(s): Ma Yafei;Guo Zhongzhao;Wang Lei;Zhang Jianren;Liu Yongming
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effects of stress ratio and microstructure on the fatigue crack growth (FCG) behavior of HRB4 steel bars widely used in concrete bridges. A constant stress–controlled FCG test with different ...
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    Localization and Automatic Quantification of Crack Damage in Steel Structures Using Ultrasonic Guided Wave Technology 

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 004:;page 04026029-1
    Author(s): Peng, Anyin; Ma, Yafei; Wang, Lei; Zhang, Jianren
    Publisher: American Society of Civil Engineers
    Abstract: AbstractUltrasonic guided wave (UGW) technology is an effective method for intelligent monitoring of crack damage in thin-walled plate structures. In this paper, a finite-element (FE) model of UGW propagation in Q345 steel ...
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    Shear Capacity of Reinforced Concrete Beam with Diagonal Reinforcement Based on Modified Compression Field Theory 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 003
    Author(s): Wang Lei; Sun Le-kun; Ma Ya-fei; Zhang Jian-ren; Zhang Xu-hui; Zhang Ya-sheng
    Publisher: American Society of Civil Engineers
    Abstract: For the compression—shear failure of a reinforced concrete bridge beam with diagonal reinforcement, the calculation of ultimate shear capacity is proposed based on the modified compression field theory (MCFT). Shear force ...
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