Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and RC Beams Subjected to Reversal Cycle Loads

Ju Zhang; Chang Wang Yan; Jin Qing Jia

doi:10.4028/www.scientific.net/AMM.44-47.3884

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 44-47Crack Pattern and Ductility of Connections...

Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and RC Beams Subjected to Reversal Cycle Loads

Abstract:

In order to investigate the crack pattern and ductility of connection composed of cross shaped steel encased ultra high strength concrete (CSSEUHSC) columns and reinforced concrete (RC) beams subjected to reversal cycle load, six interior connection specimens were tested with various axial load ratio and volumetric stirrup ratio. A discussion on the ductility and crack pattern was presented. It was found that cracks appeared in the connection core regions and at the beam end for all specimens, and that axial load ratio had more influence on the crack resistance capacity. The experimental results indicated that test parameters of connection composed of CSSEUHSC columns and RC Beams with good crack resistance performance may be referred for engineering application.

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Periodical:

Applied Mechanics and Materials (Volumes 44-47)

Pages:

3884-3887

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.44-47.3884

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Online since:

December 2010

Authors:

Ju Zhang, Chang Wang Yan, Jin Qing Jia

Keywords:

Reversal Cycle Load, Seismic Damage, Steel Reinforced Ultra High Strength Concrete

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References

[1] J. Hegger. High-strength Concrete for a 186 m High Office Building in Frankfurt, Germany. Engineering Structures, Vol. 18 (1996). p.850.

DOI: 10.1016/0141-0296(95)00159-x

Google Scholar

[2] J. R. Tang, X. H. Chen. Behavior and Calculation of Shear Capacity of Steel Reinforced Concrete Beam-column Joint. Journal of Building Structures, Vol. 11(1990). p.28.

Google Scholar

[3] H. X. Zhang, L. G. Wang, W. N. Wang. Crack Resistance Behavior of the Joint of HSRC Column and HRC Beam under Low Reversed Cyclic Horizontal Loading. Journal of Shenyang Architecture and Civil Engineering University, Vol. 19(2003). p.178.

Google Scholar

[4] C. W. Yan. Study on Seismic Performance of Steel Reinforced Ultra High Strength Concrete Frame Connection. PHD Thesis. Dalian University of Technology, China (2009).

Google Scholar

[5] JGJ101-96. Specification for test methods of seismic buildings. Beijing: Architecture Industrial Press of China (1997).

Google Scholar