scholarly journals EXPERIMENTAL STUDY ON BEHAVIOUR OF SHEAR CONNECTORS IN MOMENT RESISTANCE OF STEEL COMPOSITE JOINTS

ce/papers ◽  
2019 ◽  
Vol 3 (5-6) ◽  
pp. 244-251
Author(s):  
Feng Fu
Keyword(s):  
Experimental Study ◽  
Composite Joints ◽  
Shear Connectors ◽  
Steel Composite

Experimental study on CFSC encased shear connectors in steel-concrete composite joints with UHPC grout

2018 ◽  
Vol 173 ◽  
pp. 638-649 ◽  
Author(s):  
Shaohua He ◽  
Ayman S. Mosallam ◽  
Zhi Fang ◽  
Chao Zou ◽  
Wenxian Feng ◽  
...  
Keyword(s):  
Experimental Study ◽  
Composite Joints ◽  
Shear Connectors

Experimental study on failure mechanism of hybrid composite joints with different adhesives

2017 ◽  
Vol 18 (3) ◽  
pp. 569-574 ◽  
Author(s):  
Jae-Il Choi ◽  
Seyyed Mohammad Hasheminia ◽  
Heoung-Jae Chun ◽  
Jong-Chan Park
Keyword(s):  
Experimental Study ◽  
Failure Mechanism ◽  
Hybrid Composite ◽  
Composite Joints

Co-Cured Structural Steel-Composite Joints for Deck to Superstructure Connections

2007 ◽  
Vol 149 (a4) ◽  
pp. 15
Author(s):  
S W Boyd ◽  
J I R Blake ◽  
R A Shenoi ◽  
J Mawella
Keyword(s):  
Structural Steel ◽  
Composite Joints ◽  
Steel Composite

scholarly journals Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load

2019 ◽  
Vol 9 (3) ◽  
pp. 373
Author(s):  
Deokhee Won ◽  
Seungjun Kim ◽  
Jihye Seo ◽  
and Young-Jong Kang
Keyword(s):  
Experimental Study ◽  
Concrete Strength ◽  
Compressive Load ◽  
High Strength ◽  
Transverse Reinforcement ◽  
Strength Concrete ◽  
Rc Column ◽  
Steel Composite ◽  
Normal Strength ◽  
Concentric Loading

This paper presents an experimental study of the behavior of a steel-composite hollow reinforced concrete (RC) column under concentric loading. The effects of important variables, such as concrete strength, inner tube thickness, hollow ratio, column diameter, and transverse reinforcement space, are presented in this study. The failure of composite hollow RC columns is characterized by the formation of an inclined shear sliding plane. When the column had a highly confined effect, the inclination of the shear sliding plane was 45°. This study shows that the required performance is achieved when the splice providing transverse reinforcement is fully bonded. Furthermore, the inner tube experiences buckling failure after reaching its maximum strength. The steel-composite hollow RC column with high-strength concrete (HSC) has lower ductility and toughness compared to a column with normal-strength concrete (NSC).

An Experimental Study of Bolt-Hole Clearance Effects in Single-lap, Multibolt Composite Joints

2005 ◽  
Vol 39 (9) ◽  
pp. 799-825 ◽  
Author(s):  
M. A. McCarthy ◽  
V. P. Lawlor ◽  
W. F. Stanley
Keyword(s):  
Experimental Study ◽  
Composite Joints
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