The Analysis of Relationship between Stirrup and Longitudinal Reinforcement with Regression Analysis

Guo Liang Zhu

doi:10.4028/www.scientific.net/AMM.438-439.342

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439The Analysis of Relationship between Stirrup and...

The Analysis of Relationship between Stirrup and Longitudinal Reinforcement with Regression Analysis

Abstract:

Regional confined concrete is a method which can strengthen constraint in the most needed position, it can make concrete, longitudinal reinforcement and transverse stirrup to form a more effective binding, and provide a stronger restraint in required regional giving full play the role of constraints. In the result analysis of the regional confined column specimen load test, we found that longitudinal reinforcement and stirrup strains have certain relationship. This article analyses the relationship between the two from the stirrup and longitudinal reinforcements strains in the contingency load, references are provided for the further development of regional confined concrete theory. Taking the two specimens as examples, the regression analysis was carried on between longitudinal reinforcement and stirrup strain, the relationship equation was obtained

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

342-345

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.342

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Online since:

October 2013

Authors:

Guo Liang Zhu

Keywords:

Equation of Curve, Longitudinal Reinforcement, Regional Confined, Regression Analysis, Stirrup

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References

[1] G. Zhu, Experimental Research on Regional Confined High-strength Concrete short Columns under Axial load, Master thesis, (2007).

Google Scholar

[2] X. Cao, Influence of longitudinal steel on ductility of square columns under axial load, Journal of Guizhou University of Technology, 5 (2002).

Google Scholar

[3] X. Xi, X. Cao, Research on application of confined concrete in beams, Journal of Guizhou University, 1 (2003).

Google Scholar

[4] X. Cao, Confined Concrete in Moment Element, ISCC-2004, (2004).

Google Scholar

[5] S. M. Saatcioglu, S. R. Razvi, Strength and ductility of confined concrete, ASCE, 6 (1992) 1590-1607.

DOI: 10.1061/(asce)0733-9445(1992)118:6(1590)

Google Scholar

[6] Joint ASCE-ACI Task Committee 426, The Shear Strength of Reinforced Concrete Members, ASCE, ST6 (1973) 1091-1187.

DOI: 10.1061/jsdeag.0003532

Google Scholar

[7] H. Hu, et al, Composite side stirrup confined bearing capacity of axially compressed concrete short columns, Building Structure, Vol. 32, 4 (2009) 12-13, 51.

Google Scholar