Tensile and flexural performances of prefabricated slabs with wet UHPC connection

Author:

Yan Jing-liang,Liu Haoyu,Zhang Yu,Yue Qingrui,Liu Xiao-gang

Publisher

Elsevier BV

Reference46 articles.

1. Experimental study of the bearing capacity of long span profiled steel sheet concrete composite slabs;He;Advanced Steel Construction,2019

2. Shear resistance of a novel wet connection for prefabricated composite beams under shear-bending coupling loading;Wang;J. Build. Eng.,2022

3. Longitudinal shear behavior and design method of UHPC connection for prefabricated slabs in composite beams;Wang;Eng. Struct.,2023

4. Effects of UHPC shear key on strengthening shear performances of wet joint in prefabricated composite beams;Wang;Eng. Struct.,2024

5. Experimental and analytical investigation on the in-plane mechanical property of discretely connected precast RC floor diaphragm;Pang;J. Build. Eng.,2020

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