Experimental Study on Column-Foundation Connection of Composite Hollow RC Column

2016 ◽  
Vol 16 (1) ◽  
pp. 169-178 ◽  
Author(s):  
Deokhee Won ◽  
Jeong-Hwa Lee ◽  
Ling-Ying Meng ◽  
Young-Jong Kang
Keyword(s):  
Experimental Study ◽  
Rc Column ◽  
Column Foundation

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).

Experimental Study of Seismic Performance Improvement of Pilotis RC Column Strengthened with FRP

2019 ◽  
Vol 10 (1) ◽  
pp. 17-25 ◽  
Author(s):  
Jeongjin Choi ◽  
◽  
Taehun Lee ◽  
Byeongjin Park ◽  
Kwanggun Rho ◽  
...  
Keyword(s):  
Experimental Study ◽  
Performance Improvement ◽  
Seismic Performance ◽  
Rc Column

Experimental study on seismic performance of latticed CFST-RC column connected with RC web

2018 ◽  
Vol 126 ◽  
pp. 258-265 ◽  
Author(s):  
Raghabendra Yadav ◽  
Huihui Yuan ◽  
Baochun Chen ◽  
Zhibin Lian
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Rc Column

An Experimental Study on Punching Shear at the Connection of RC Column Constrained by H-Beam with 井 Shape

2009 ◽  
Vol 21 (3) ◽  
pp. 319-326
Author(s):  
Lyang-Woon Kim ◽  
Soo-Kueon Lee ◽  
Jung-Yoon Lee ◽  
Chang-Yong Chung ◽  
Sang-Sik Kim
Keyword(s):  
Experimental Study ◽  
Punching Shear ◽  
Rc Column ◽  
H Beam

Experimental Study on Behaviour of RC Column Confined by CFRP and Steel Fibre

2012 ◽  
Vol 446-449 ◽  
pp. 3146-3149 ◽  
Author(s):  
Xiao Xia Li
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Steel Fibre ◽  
Rc Columns ◽  
Steel Fibres ◽  
Rc Column ◽  
The Third

12 RC columns specimens are divided 4 groups which have different eccentricities. Each group has 4 specimens, The first specimen was just made of reinforced concrete. The second was wrapped with 3 lays CFRP. The third had steel fibres added to it. The last was reinforced with steel fibres and wrapped with CFRP.The results showed that the introduction of fibres as well as wrapping the specimens with FRP improve the strength of concrete,especially its ductility.

An experimental study on strengthening of RC column with GFRP

2020 ◽  
Vol 21 ◽  
pp. 278-285 ◽  
Author(s):  
V Kissman ◽  
Lenin Sundar
Keyword(s):  
Experimental Study ◽  
Rc Column
Sign in / Sign up

Export Citation Format

Share Document