Experimental study on oblique-shear performance of splicing joint for precast ultrahigh-performance concrete segmental bridges

Author:

Zheng Hui,Gong Zhao,Cui Chao,Chen Zihao,Ma Xiaowan,Li Hongyi,Li YouORCID

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference31 articles.

1. Fatigue behaviour of reinforced UHPC-NC composite beams;Wang;Case Stud. Constr. Mater.,2023

2. Linear and nonlinear creep of UHPC under compression: experiments, modeling, and verification;Xu;J. Build. Eng.,2023

3. Axial impact behaviors of UHPC: the roles of nanomaterials and steel fibers;Huang;Constr. Build. Mater.,2023

4. Stress-strain models for ultra-high performance concrete (UHPC) and ultra-high performance fiber-reinforced concrete (UHPFRC) under triaxial compression;Zhang;Constr. Build. Mater.,2023

5. Experimental study on direct shear performance of prefabricated splicing joints of ultrahigh-performance concrete;Zheng;Case Stud. Constr. Mater.,2023

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