EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE

Ouyang Yu; Lai Xiaojun

doi:10.13204/j.gyjz200705020

Volume 37 Issue 5

Dec. 2014

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Ouyang Yu, Lai Xiaojun. EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 77-81. doi: 10.13204/j.gyjz200705020

Citation:

Ouyang Yu, Lai Xiaojun. EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 77-81. doi: 10.13204/j.gyjz200705020

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EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE

doi: 10.13204/j.gyjz200705020

1.
Department of Civil Engineering,Shanghai University Shanghai 200072

Received Date: 2006-10-20
Publish Date: 2007-05-20

Abstract

Abstract

It is studied the main affection on bond performance between high-strength reinforcing bar and high-strength concrete by pull-out experiment of 48 specimens.It is analysed the causes of devastating phenomenon and compared to the classical load-slip curves of different base based on experiment.The test results revealed that its bond strength increases by decreasing anchorage length and increasing stirrup ratio,thickness of concrete cover,yield strength of reinforcing bar,concrete strength,which is similar to other base.Its bond stiffness is bigger and the degraded speed is slower than other base by the comparison of load-slip curves.
- high-strength reinforcing bars,
- high-strength concrete,
- bond strength,
- load-slip,
- bond stiffness

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References(4)

References

[2] Alavi-Fard M,Marzouk H.Bond of High-Strength Concrete Under Monotonic Pull-Out Loading.Magazine of Concrete Research,2004,56(9):545-557

毛达岭.HRB500钢筋粘结锚固性能的试验研究:[硕士学位论文].郑州:郑州大学,2004

[3] 管品武,孟会英,李丽.钢筋与混凝土间粘结锚固性能及粘结作用机理.郑州工业大学学报,2001,22(3):65-68

[4] Esfahani M Reza,Rangan B Vijaya.Local Bond Strength of Reinforcing Bars in Normal Strength and High-Strength Concrete (HSC).ACI Structural Journal,1998:96-106

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