Shear failure analysis of UHPC-NC composites interface with U-shaped studs

Author:

Lin Lanri,Wu Zhongzhong,Zhang Dongliang,Wu Xiangguo,Liu Dayong,Zhang Yun,Wu Chengen,Wang Hao,Wang Fei,Liu Yuan,Yang Tao

Publisher

Elsevier BV

Reference63 articles.

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3. Axial behavior of reinforced concrete column with ultra-high performance concrete stay-in-place formwork;Tian;Eng Struct,2020

4. Flexural behavior of GFRP bar-reinforced concrete beams with U-shaped UHPC stay-in-place formworks;Zhang;J Build Eng,2022

5. Headed stud shear connector for thin ultrahigh-performance concrete bridge deck;Kim;J Constr Steel Res,2015

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