Application of a Newly Puzzel Shaped Crestbond Rib Shear Connector in Composite Beam Using Opposite T Steel Girder: An Experimental Study

2017 ◽  
pp. 68-77
Author(s):  
Duy Kien Dao ◽  
Duc Vinh Bui ◽  
Thi Hai Vinh Chu ◽  
Van Phuoc Nhan Le
Keyword(s):  
Experimental Study ◽  
Composite Beam ◽  
Shear Connector ◽  
Steel Girder

scholarly journals Stud and Puzzle-Strip Shear Connector for Composite Beam of UHPC Deck and Inverted-T Steel Girder

2014 ◽  
Vol 26 (2) ◽  
pp. 151-157 ◽  
Author(s):  
Kyoung-Chan Lee ◽  
Changbin Joh ◽  
Eun-Suk Choi ◽  
Jee-Sang Kim
Keyword(s):  
Composite Beam ◽  
Shear Connector ◽  
Steel Girder

Experimental study on assembled monolithic steel-concrete composite beam in positive moment

2019 ◽  
Vol 180 ◽  
pp. 494-509 ◽  
Author(s):  
Yu-Hang Wang ◽  
Jie Yu ◽  
Jie-Peng Liu ◽  
Y. Frank Chen
Keyword(s):  
Experimental Study ◽  
Composite Beam

Design and experimental study of hot rolled shape steel-ultrahigh performance concrete composite beam

2021 ◽  
pp. 113612
Author(s):  
Xudong Shao ◽  
Xudong Zhao ◽  
Qiong Liu ◽  
Shuwen Deng ◽  
Yan Wang
Keyword(s):  
Experimental Study ◽  
Composite Beam ◽  
Rolled Shape ◽  
Hot Rolled

Experimental study on friction performance of damaged interface in steel-concrete composite beam connected by high-strength bolt

2020 ◽  
pp. 136943322094720
Author(s):  
Ying Xing ◽  
Ya-ning Xu ◽  
Qi Guo ◽  
Jin-feng Jiao ◽  
Qing-wei Chen
Keyword(s):  
Experimental Study ◽  
Friction Coefficient ◽  
Composite Beam ◽  
Structural Characteristics ◽  
Concrete Strength ◽  
Steel Structures ◽  
High Strength ◽  
Steel Strength ◽  
Bare Steel ◽  
Friction Performance

Although traditional steel-concrete composite beam has excellent structural characteristics, it cannot meet the requirement of quick disassembly and repair in the bridge. This article presents an experimental study on friction performance of damaged steel-concrete interface in recoverable composite beam connected by high-strength frictional bolts. A total of 21 specific split tests were carried out using different concrete strength, steel strength, and surface treatment of steel. The experimental results showed that the demountable high-strength frictional bolt used in composite beam has similar performance as in the bare steel structures. The initial friction coefficient and slip stiffness were measured to be 0.34–0.47 and 52.3–116.1 kN/mm, respectively. Friction performance of damaged interface was obtained, proving that friction coefficient and slip stiffness will not decrease after the first slip damage. It is also confirmed that shot blasted steel and concrete with higher strength were more suitable in the demountable composite beam.

An Experimental Study on Bending Performance of HyFo Composite Beam

2016 ◽  
Vol 16 (6) ◽  
pp. 9-19 ◽  
Author(s):  
Seonghyun Cho ◽  
◽  
Sangseup Kim ◽  
Keyword(s):  
Experimental Study ◽  
Composite Beam ◽  
Bending Performance
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