Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading

2021 ◽  
Vol 248 ◽  
pp. 113240
Author(s):  
Atsushi Suzuki ◽  
Kaho Suzuki ◽  
Yoshihiro Kimura
Keyword(s):  
Shear Strength ◽  
Cyclic Loading ◽  
Ultimate Shear Strength ◽  
Reversed Cyclic Loading ◽  
Shear Connectors ◽  
Reversed Cyclic

Ultimate Shear Strength of Component Model of Composite Beam with Perfobond Shear Connector

2021 ◽  
Vol 1047 ◽  
pp. 214-219
Author(s):  
Kaho Suzuki ◽  
Atsushi Suzuki ◽  
Yoshihiro Kimura
Keyword(s):  
Cyclic Loading ◽  
Mechanical Performance ◽  
Concrete Slab ◽  
Concrete Strength ◽  
Component Model ◽  
Ultimate Shear Strength ◽  
Composite Effect ◽  
Reversed Cyclic Loading ◽  
Shear Connectors ◽  
Reversed Cyclic

In general, a steel beam is assembled with a concrete slab by shear connectors. The connection requires high stiffness and strength to secure the composite effect even in the ultimate state. Facing this need, perfobond shear connectors are attracting a great attention by virtue of its outstanding mechanical performance. However, the connector is subjected to the fully reversed cyclic stress between the compression and tension during an earthquake. Therefore, as presented in the earlier research addressing stud shear connectors, the concrete may originate cracks under the tensile stress; and eventually, the expected composite effect is not possibly performed. To address this concern, this research carried out a total of three fully reversed cyclic loading tests using the component model of perfobond shear connection. The parameters are the presence of reinforcing bars and concrete strength. In conclusion, it was found that perfobond shear connectors exhibit more stable mechanical behavior and capacity than stud shear connectors regardless of stress orientation due to a localized stress transfer mechanism that results in smaller cracks in the slab under a fully reversed cyclic loading.

Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading

2021 ◽  
Vol 147 (3) ◽  
pp. 04020355
Author(s):  
Atsushi Suzuki ◽  
Kanako Abe ◽  
Kaho Suzuki ◽  
Yoshihiro Kimura
Keyword(s):  
Cyclic Loading ◽  
Cyclic Behavior ◽  
Reversed Cyclic Loading ◽  
Shear Connectors ◽  
Reversed Cyclic

Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study

2012 ◽  
Vol 41 ◽  
pp. 67-73 ◽  
Author(s):  
Mahdi Shariati ◽  
N.H. Ramli Sulong ◽  
Meldi Suhatril ◽  
Ali Shariati ◽  
M.M. Arabnejad Khanouki ◽  
...  
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Reversed Cyclic Loading ◽  
Shear Connectors ◽  
Reversed Cyclic

Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

2014 ◽  
Vol 52 ◽  
pp. 276-283 ◽  
Author(s):  
Ali Shariati ◽  
Mahdi Shariati ◽  
N.H. Ramli Sulong ◽  
Meldi Suhatril ◽  
M.M. Arabnejad Khanouki ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
High Strength Concrete ◽  
High Strength ◽  
Experimental Assessment ◽  
Reversed Cyclic Loading ◽  
Strength Concrete ◽  
Shear Connectors ◽  
Reversed Cyclic

Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading

2013 ◽  
Vol 38 ◽  
pp. 582-593 ◽  
Author(s):  
Mahdi Shariati ◽  
N.H. Ramli Sulong ◽  
Meldi Suhatril ◽  
Ali Shariati ◽  
M.M. Arabnejad Khanouki ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
Reversed Cyclic Loading ◽  
Shear Connectors ◽  
Reversed Cyclic

Behavior of HPFRC Connections for Precast Concrete Frames Under Reversed Cyclic Loading

PCI Journal ◽  
1998 ◽  
Vol 43 (6) ◽  
pp. 58-71 ◽  
Author(s):  
Rosa M. Vasconez ◽  
Antoine E. Naaman ◽  
James K. Wight
Keyword(s):  
Cyclic Loading ◽  
Precast Concrete ◽  
Concrete Frames ◽  
Reversed Cyclic Loading ◽  
Reversed Cyclic
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