Education, Science, Technology, Innovation and Life
Open Access
Sign In

Research on Steel Reinforced Stainless Steel Tube Ultra High Performance Concrete Columns

Download as PDF

DOI: 10.23977/jceup.2024.060117 | Downloads: 13 | Views: 152

Author(s)

Jingkai Qin 1

Affiliation(s)

1 School of Urban Construction, Yangtze University, Jingzhou, China

Corresponding Author

Jingkai Qin

ABSTRACT

Ultra high performance concrete has high compressive, flexural, and flexural strength, as well as good mechanical properties. Compared with ordinary steel pipes, stainless steel pipes have good corrosion resistance. In addition, the addition of internal steel ribs prevents premature lateral displacement and shear cracking of ultra-high performance concrete inside. Ultra high performance concrete improves the stability of the wrapped steel pipe and delays or avoids the overall expansion and damage of the specimen. The interaction between steel pipes, steel ribs, and ultra-high performance concrete effectively improves the overall mechanical properties of the specimens, which has important guiding significance for later research and practical engineering applications.

KEYWORDS

Ultra high performance concrete, Stainless steel pipe, built-in steel ribs

CITE THIS PAPER

Jingkai Qin, Research on Steel Reinforced Stainless Steel Tube Ultra High Performance Concrete Columns. Journal of Civil Engineering and Urban Planning (2024) Vol. 6: 120-123. DOI: http://dx.doi.org/10.23977/jceup.2024.060117.

REFERENCES

[1] Huang Zhengyu, Shen Pusheng. Experimental Study on 200MPa Ultra High Strength Steel Fiber Reinforced Concrete. Concrete, 1993 (3): 3-7.
[2] Jun D, Qinxiang X, Ningyuan Z, et al. Experimental research on hot power spinning of stainless steel tube 304 [J]. Forging & Stamping Technology, 2015.
[3] Cao Feng, Qin Weizu. Preliminary Study on Ultra High Performance Fiber Reinforced Concrete [J]. Industrial Architecture, 1999 (06): 42-44.
[4] Wang Wufeng. The effect of steel fiber content on the performance of ultra-high performance concrete [J]. Building Materials World, 2019, 40 (01): 13-16.
[5] Long Guangcheng, Xie Youjun, Liu Baoju. Experimental research on ultra-high performance concrete [J]. New Building Materials, 2000 (07): 12-14.
[6] Richard P. Reactive powder concretes with high ductility and 200-800MPacompressive strength[J]. Aci Spring Conversion, 1994,114:507-518.
[7] Review of Research on Ultra High Performance Concrete by Chen Baochun, Ji Tao, Huang Qingwei, et al. [J]. Journal of Building Science and Engineering, 2014, 31 (3): 1-24.
[8] Furlong R W. Strength of Steel-Encased Concrete Beam Columns [J]. Journal of the Structural Division, 1967, 93(1):113.
[9] Kenji Sakino, Hiroyuki Nakahara, Shosuke Morino, etc. Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns [J]. Journal ofstructuralengineering, 2014, 130(2): 180-188.
[10] Zhao Tongfeng, Li Hongnan, Liu Hong. Calculation of ultimate bearing capacity of square steel tube steel reinforced concrete short columns under axial compression [J]. Journal of Liaoning University of Engineering and Technology (Natural Science Edition), 2010, 29 (02): 220-223.
[11] Xu Yafeng, Jiang Guilan, Xiang Changyan, et al. Research on the bearing capacity of steel-concrete composite short columns under axial compression [J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2005, 21 (6): 640-643.
[12] Xu Yafeng, Jiang Guilan, He Fang et al. Experimental study on steel tube reinforced concrete composite columns [J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2006, 22 (2): 228-231.
[13] Guo Jian, Xu Yafeng. Experimental study on uniaxial eccentric compression of steel tube reinforced concrete columns [J]. 8th National Academic Symposium on Modern Structural Engineering, 2008, 1647-1649. 

All published work is licensed under a Creative Commons Attribution 4.0 International License.

Copyright © 2016 - 2031 Clausius Scientific Press Inc. All Rights Reserved.