Influence of shear connectors on the ultimate capacity of steel-UHPC-steel slabs subjected to concentrated loads

2021 ◽  
Vol 231 ◽  
pp. 111763
Author(s):  
Zefang Wang ◽  
Jiachuan Yan ◽  
Youzhu Lin ◽  
Feng Fan
2020 ◽  
Vol 222 ◽  
pp. 111095
Author(s):  
Zefang Wang ◽  
Jiachuan Yan ◽  
Youzhu Lin ◽  
Feng Fan ◽  
Yue Yang

2015 ◽  
Vol 112 (6) ◽  
pp. 608 ◽  
Author(s):  
Huixiang Yu ◽  
Xiaoxuan Deng ◽  
Xinhua Wang ◽  
Chenxi Ji ◽  
Guosen Zhu

2020 ◽  
Vol 92 (6) ◽  
pp. 59-65
Author(s):  
G.P. TONKIH ◽  
◽  
D.A. CHESNOKOV ◽  
◽  

Most of Russian research about composite structure fire resistance are dedicated to the composite slab behavior. The composite beams fire resistance had been never investigated in enough volume: the temperature evaluation within the scope of the actual Russian design codes leads to the significant reduction in the shear connection strength. Meanwhile, there no correlation between the strength decreasing and type of the shear connection. The article provides an overview of the relevant researches and offers some approaches which could take into account bearing capacity reduction of the shear connectors within composite structures design.


Structures ◽  
2021 ◽  
Vol 31 ◽  
pp. 769-780
Author(s):  
Yong Liu ◽  
Lanhui Guo ◽  
Jun Shi ◽  
Jingfeng Wang

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