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    Effects of Strain Rate and Temperature on the Flexural Behavior of Basalt and Glass Textile–Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 008
    Author(s): Liu Sai;Zhu Deju;Yao Yiming;Shi Caijun
    Publisher: American Society of Civil Engineers
    Abstract: Flexural behavior of textile-reinforced concrete (TRC) samples were investigated by using three-point bending test systems under quasi-static and low-velocity (1.–4.5  m/s) impact loadings. Two types of TRC samples, namely ...
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    Flexural Performance of Cracked UHPC under the Coupled Actions of Sustained Loading and Corrosive Environments 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 012:;page 04025467-1
    Author(s): Wu, Gan; Yang, Kaimeng; Zhang, Hongrui; Hu, Yuqing; Qi, Jianan; Lu, Cong; Wang, Jingquan; Yao, Yiming
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study investigated the flexural behavior of ultrahigh-performance concrete (UHPC) subjected to sustained flexural loading and environmental exposure. Four-point bending tests were conducted on precracked UHPC ...
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