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    Shear Behavior and Capacity of UHPC Double-Keyed Joints Subjected to Direct Shear Loading 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012:;page 04025076-1
    Author(s): Zhang, Yang; Tang, Hao; He, Feihu; Yang, Jindong; Qiu, Junfeng; Zhang, Jie; Zheng, Hongchun
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Ultra-high-performance concrete (UHPC) epoxy joints are extensively employed in precast ultra-high-performance concrete segmental bridges (PUSBs). The performance and operation of the PUSB structure are largely ...
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