Shear failure of stud-UHPC composite connection affected by interface friction
Author:
Funder
Scientific Research Foundation of Hunan Provincial Education Department
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference44 articles.
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3. Fatigue behavior of rib-to-floorbeam welded connections in UHPC reinforced OSDs subjected to longitudinal flexural;Cheng;Eng. Fail. Anal.,2022
4. Corrosion of steel rebars across UHPC joint interface under chloride attack;Zhang;Constr. Build. Mater.,2023
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