Shear behavior of precast ultrahigh-performance concrete (UHPC) segmental beams with external tendons and dry joints

Author:

Ye Meng,Li Lifeng,Yoo Doo-YeolORCID,Wang Lianhua,Li Huihui,Shao Xudong

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference58 articles.

1. Hao H, Bi K, Chen W, Pham TM, Li J. Towards next generation design of sustainable, durable, multi-hazard resistant, resilient, and smart civil engineering structures. Eng Stuct. 2023;277:115477.

2. Fang S, Li L, Luo Z, Fang Z, Huang D, Liu F, Wang H, Xiong Z. Novel FRP interlocking multi-spiral reinforced-seawater sea-sand concrete square columns with longitudinal hybrid FRP–steel bars: monotonic and cyclic axial compressive behaviours. Compos Struct. 2023;305:116487.

3. Ye M, Li L, Yoo DY, Wang L, Li H, Zhou C. Shear performance of prestressed composite beams with ultra-high-performance concrete and corrugated steel webs under different loading conditions. Thin-Walled Struct. 2023;186:110675.

4. Zhou M, Lu W, Song J, Lee GC. Application of ultra-high performance concrete in bridge engineering. Constr Build Mater. 2018;186:1256–67.

5. Graybeal BA, Brühwiler E, Kim B, Toutlemonde F, Voo YL, Zaghi A. International perspective on UHPC in bridge engineering. J Bridge Eng. 2020;25(11):04020094–101.

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