Shear Behavior and Capacity of UHPC Double-Keyed Joints Subjected to Direct Shear Loading
View/ Open
Date
2025Author
Zhang, Yang
Tang, Hao
He, Feihu
Yang, Jindong
Qiu, Junfeng
Zhang, Jie
Zheng, Hongchun
Metadata
Show full item recordAbstract
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 ...