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

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    JBENF2.BEENG-7682.pdf (3.002Mb)
    Date
    2025
    Author
    Zhang, Yang
    Tang, Hao
    He, Feihu
    Yang, Jindong
    Qiu, Junfeng
    Zhang, Jie
    Zheng, Hongchun
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    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 determined by the shear behavior ...
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    http://yetl.yabesh.ir/yetl1/handle/yetl/4314322
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