Grouped rubber-sleeved studs–UHPC pocket connections in prefabricated steel–UHPC composite beams: Shear performance under monotonic and cyclic loadings-Reference-Cited by-同舟云学术

Grouped rubber-sleeved studs–UHPC pocket connections in prefabricated steel–UHPC composite beams: Shear performance under monotonic and cyclic loadings

Published:2024-04 Issue: Volume:305 Page:117781
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Fang Zhuangcheng,Wu Jiajie,Xu Xiaoqing,Ma Yuhong,Fang Shu,Zhao Guifeng,Jiang Haibo

Funder

Key Technologies Research and Development Program

National Key Research and Development Program of China

National Natural Science Foundation of China

Basic and Applied Basic Research Foundation of Guangdong Province

Publisher

Elsevier BV

Reference48 articles.

1. Static behaviour of grouped large headed stud-UHPC shear connectors in composite structures.;Wang;Compos Struct,2018

2. Shear performance and design recommendations of single embedded nut bolted shear connectors in prefabricated steel–UHPC composite beams;Fang;Steel Compos Struct,2024

3. Static behaviour of grouped stud shear connectors in steel–precast UHPC composite structures containing thin full-depth slabs.;Fang;Eng Struct,2022

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

5. Interfacial shear and flexural performances of steel–precast UHPC composite beams: Full-depth slabs with studs vs. demountable slabs with bolts;Fang;Eng Struct,2022

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