Web Shear Failure of Precast Concrete Segmental Beams

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Date
2025
Author
Duanmu, Xiangyong
Xu, Dong
Tian, Shuaishuai
Yu, Chengxu
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Abstract
Abstract This study investigates shear failure in precast concrete segmental beams (PCSBs), especially web shear failure. Four segmental beam tests were conducted with a shear span-to-depth ratio of a / d = 1.96. The beams featured epoxy joints with steel shear keys,...
URI
http://yetl.yabesh.ir/yetl1/handle/yetl/4314268
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