BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS

Zhao Gen-tian; Hang Mei-yan; Li Yong-he

doi:10.13204/j.gyjz200604011

Volume 36 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 36-39

Zhao Gen-tian, Hang Mei-yan, Li Yong-he. BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 36-39. doi: 10.13204/j.gyjz200604011

Citation:

Zhao Gen-tian, Hang Mei-yan, Li Yong-he. BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 36-39. doi: 10.13204/j.gyjz200604011

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BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS

doi: 10.13204/j.gyjz200604011

1.
1. School of Architecture &Civil Engineering,Inner-Mongolia University of Science &Technology Baotou 014010;
2.
2. Department of Civil Engineering,Shanghai University Shanghai 200072

Received Date: 2005-12-06
Publish Date: 2006-04-20

Abstract

Abstract

Based on the experimental results of 16 steel reinforced concrete(SRC) short-columns,bond behavior between shaped steel and concrete is analyzed.It is also explored that the effects of concrete strength,the thickness of concrete cover,and the ratio of lateral stirrup on the bond behavior and ultimate bearing capacity of the short column subjected axial loads.Finite element model is set-up to further study bond-slip behavior between shaped steel and concrete,which would be a reference to calculate bond strength and ultimate bearing capacity of SRC columns subjected axial loads.
- steel reinforced concrete,
- short-columns,
- bond strength,
- bearing capacity,
- finite element analysis